Professor Mark Masia
Professor
School of Engineering (Civil Engineering)
- Email:mark.masia@newcastle.edu.au
- Phone:(02) 4921 5295
Career Summary
Biography
Research Expertise
Experimental and numerical modelling of unreinforced masonry structures. Experimental and numerical modelling of fibre reinforced polymer (FRP) strengthened masonry structures. The above research is aimed at developing improved methods of design for unreinforced masonry structures and efficient means for retrofitting/strengthening existing masonry structures.
Teaching Expertise
Expertise in teaching of statics and structural mechanics, and structural design for masonry, reinforced concrete and timber structures.
Administrative Expertise
Program Convenor for Civil Engineering and combined degrees, former head of discipline, conference chairman, timetabling liaison, international student advisor, research seminar coordinator, undergraduate research project coordinator, academic laboratory liaison.
Qualifications
- PhD, University of Newcastle
- Bachelor of Engineering (Civil)(Honours), University of Newcastle
Keywords
- fibre reinforced polymer strengthening
- masonry design
- masonry structures - experimental
- masonry structures - numerical
- reinforced concrete design
- residential footings design
- structural design
- structural mechanics
- timber design
Fields of Research
Code | Description | Percentage |
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400510 | Structural engineering | 100 |
Professional Experience
UON Appointment
Title | Organisation / Department |
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Professor | University of Newcastle School of Engineering Australia |
Academic appointment
Dates | Title | Organisation / Department |
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1/1/2007 - | Senior Lecturer | University of Newcastle School of Engineering Australia |
1/5/2004 - | Co-chairman | 14th International Brick/Block Masonry Conference Australia |
1/12/2002 - 1/7/2004 | Chairman | 7th Australasian Masonry Conference Australia |
1/7/2001 - 1/12/2006 | Lecturer | University of Newcastle School of Engineering Australia |
1/3/1996 - 1/1/2000 | Postgraduate Student (PhD) | University of Newcastle School of Engineering Australia |
1/1/1994 - 1/2/1996 | Consulting Engineer | Gutteridge Haskins and Davey Pty Ltd Australia |
Membership
Dates | Title | Organisation / Department |
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Secretary/Treasurer - Civil/ Structural Branch, Newcastle Division | Institution of Engineers Australia (IEAust) Australia |
Publications
For publications that are currently unpublished or in-press, details are shown in italics.
Chapter (2 outputs)
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2019 |
Li J, Stewart M, Masia M, 'Probabilistic modeling of unreinforced masonry walls
subjected to lateral out-of-plane loading', Numerical Modeling of Masonry and Historical Structures: From Theory to Application, Woodhead Publishing, Duxford, UK 91-140 (2019) [B1]
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2015 |
Kouretzis GP, Masia MJ, Allen C, 'Structural design codes of Australia and New Zealand: Seismic actions', Encyclopedia of Earthquake Engineering, Springer Science and Business Media, Heidelberg 3604-3617 (2015)
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Journal article (54 outputs)
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2023 |
Isfeld AC, Stewart MG, Masia MJ, 'Structural reliability and partial safety factor assessment of unreinforced masonry in vertical bending', Australian Journal of Structural Engineering, 24 191-205 (2023) [C1] This paper focuses on a structural reliability-based assessment of clay brick unreinforced masonry (URM) walls subjected to uniformly distributed out-of-plane loads in one-way ver... [more] This paper focuses on a structural reliability-based assessment of clay brick unreinforced masonry (URM) walls subjected to uniformly distributed out-of-plane loads in one-way vertical bending. Stochastic models combining finite element analysis (FEA) and Monte Carlo simulations (MCS) are used to account for spatial variability of the flexural tensile bond strength when estimating the wall failure loads. The strength of URM walls is known to be influenced by the flexural tensile bond strength, which is subject to high spatial variability as batching, workmanship, and environmental exposure alter the strength of this bond. For this assessment, single skin walls have been considered with bond strength statistics seen in typical construction. The model error statistics available for similar walls are combined with the results of the spatial stochastic FEA and probabilistic load models to determine the reliability index corresponding to the Australian Standard for Masonry Structures AS 3700 design of members in vertical bending. It was found that existing levels of reliability exceed target reliabilities, and the capacity reduction factor can be increased from 0.60 to 0.65 for URM walls in one-way vertical bending while still providing an acceptable level of reliability. A sensitivity analysis showed this finding to be robust.
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2023 |
Muhit IB, Masia MJ, Stewart MG, 'Failure analysis and structural reliability of unreinforced masonry veneer walls: Influence of wall tie corrosion', Engineering Failure Analysis, 151 (2023) [C1] Corrosion appears to be a very common problem in historical and aged structures with steel ties and anchorages. A potential rapid deterioration of the wall tie due to the corrosio... [more] Corrosion appears to be a very common problem in historical and aged structures with steel ties and anchorages. A potential rapid deterioration of the wall tie due to the corrosion leading to a premature structural failure poses a serious threat to the built heritage infrastructures¿ safety. This paper describes an overview of the probabilistic failure analysis of the unreinforced masonry (URM) veneer wall system with flexible backup under uniformly distributed out-of-plane loadings. Moreover, a framework is proposed to consider the wall tie corrosion in the stochastic finite element analysis (FEA) while estimating the structural reliability. A probabilistic experimental study where 18 full-scale URM veneer wall systems with theoretically identical geometries and properties were tested under inward and outward lateral loading. Wall failure statistics along with the probabilistic characterisation of veneer wall constituent materials including mortar, wall tie and timber were accomplished. A stochastic computational model was then developed which combines the FEA and Monte Carlo simulation to evaluate the failure progression and system peak load (veneer capacity) while considering the spatial variability of veneer wall material properties. Two scenarios, with and without wall tie corrosion, are considered, and the probabilistic characterisation of the veneer capacities for these scenarios under inward and outward out-of-plane loading is also reported. The model error statistics were combined with the probabilistic load models to determine the reliability index corresponding to the Australian Standard for Masonry Structures AS 3700. Annual reliabilities are compared to target reliabilities recommended by ISO 2394. Capacity reduction factor and design minimum tie strength consideration for corroded wall tie is also discussed.
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2023 |
Gooch LJ, Masia MJ, Stewart MG, Lam CY, 'Statistical assessment of tensile and shear properties of unreinforced clay brick masonry', Construction and Building Materials, 386 (2023) [C1] This paper presents the results of an extensive set of material characterisation tests performed on unreinforced clay brick masonry. The results of these experiments allow for the... [more] This paper presents the results of an extensive set of material characterisation tests performed on unreinforced clay brick masonry. The results of these experiments allow for the estimation of relationships between the measured material parameters. This study considers the relationships of flexural tensile bond strength to direct tensile bond strength, flexural to direct tensile strength of fired clay brick masonry units, and flexural tensile to shear bond strength. A mean ratio of flexural tensile bond strength to direct tensile bond strength of 2.06 and a COV of 31.5% were determined. For the flexural to direct tensile strength of fired clay brick masonry units, a mean ratio of 1.29 with a COV of 14.7% was estimated. Finally, considering the ratio of the shear bond to flexural tensile bond strengths, a mean ratio of 1.34 with a COV of 28.4% was found. In addition to these relationships, suitable probabilistic models were determined to describe the relationship between the flexural and direct tensile bond strengths, and the flexural tensile and shear bond strengths. These results may be used in future studies of URM structures, in particular finite element modelling and stochastic analyses of masonry.
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2022 |
Muhit IB, Masia MJ, Stewart MG, 'Monte-Carlo laboratory testing of unreinforced masonry veneer wall system under out-of-plane loading', Construction and Building Materials, 321 (2022) [C1] This paper presents the results of a probabilistic experimental study into the behaviour of full-scale unreinforced masonry (URM) veneer walls with flexible backup subjected to ou... [more] This paper presents the results of a probabilistic experimental study into the behaviour of full-scale unreinforced masonry (URM) veneer walls with flexible backup subjected to out-of-plane loading. The actual safety and reliability of the contemporary Australian URM structures are unknown due to the absence of information regarding the probabilistic behaviour of the whole veneer wall system and material characterisation of the wall constituent materials. The study focused on masonry typologies representative of modern URM buildings in the Australian context. In this study, 18 full-scale URM veneer wall systems with theoretically identical geometries and properties were tested under inward and outward out-of-plane loading. For each loading type, one specimen was tested under semi-cyclic loading to check whether the monotonic loading can capture the overall behaviour of the cyclic response. For each mortar batch mixed, bond wrench testing was conducted at the same age as the test for the associated wall constructed using that mix. Batch to batch variabilities were statistically analysed, and probability distributions for flexural tensile strength were established. Lognormal distributions with aggregated means of 0.40 MPa and 0.42 MPa for inward and outward loading, respectively, were estimated for flexural tensile strengths. After the wall tests, all timber studs used to build the veneer walls were tested to evaluate the probabilistic characterisation of timber stiffness. This probabilistic information is essential for a stochastic finite element analysis (FEA) to conduct the reliability analysis. From the wall tests, veneer wall system behaviour was observed and measured until the collapse or 20% post-peak drop of the peak load. Outward loaded specimens exhibited higher variabilities for masonry cracking and system peak load compared to inward loading due to variabilities from materials, testing arrangements and failure mechanism. The true coefficient of variations of system peak loads were calculated as 0.10 and 0.19 for inward and outward loadings, respectively, considering the effect of testing variability.
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2022 |
Chaves IA, Melchers RE, Nascimento BJD, Philips J, Masia M, 'Effects of inter-cavity corrosion on metallic wall ties in masonry structures', AIMS Materials Science, 9 311-324 (2022) [C1] An important structural component for cavity brick and masonry-veneer construction are wall ties. Typically, they are galvanized steel, sufficiently strong to provide continuity f... [more] An important structural component for cavity brick and masonry-veneer construction are wall ties. Typically, they are galvanized steel, sufficiently strong to provide continuity for transmission of direct and shear forces. However, field observations show they are prone to long-term corrosion and this can have serious structural implications under extreme events such as earthquakes. Opportunistic observations show corrosion occurs largely to the internal masonry interface zone even though conventional Code requirements specify corrosion testing for the whole tie. To throw light on the issue electrochemical test for 2 grades of galvanized ties and 316 stainless steels combined with three different mortar compositions are reported. Most severe corrosion occurred at the masonry interface and sometimes within the masonry itself. Structural capacity tests showed galvanized ties performed better than stainless steel ties in lieu of stainless steel R4 class ties presenting significantly greater relative losses of yield strength, ultimate tensile strength and elongation structural capacity compared to R2 low galvanized and R3 heavy galvanized tie classes.
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2022 |
Muhit IB, Stewart MG, Masia MJ, 'Probabilistic constitutive law for masonry veneer wall ties', Australian Journal of Structural Engineering, 23 97-118 (2022) [C1] In a masonry veneer wall system, tie strengths and stiffnesses vary randomly and so are not consistent for all ties throughout the wall. To ensure an economical and safe design, t... [more] In a masonry veneer wall system, tie strengths and stiffnesses vary randomly and so are not consistent for all ties throughout the wall. To ensure an economical and safe design, this paper uses tie calibration experimental approach in accordance with the standard AS2699.1 to investigate the tie failure load under compression and tension loading. Probabilistic wall tie characterisations are accomplished by estimating the mean, coefficient of variation and characteristic axial compressive and tensile strength from 50 specimens. The displacement across the cavity is recorded, which resulted the complete load versus displacement response. Using the maximum likelihood method, a range of probability distributions are fitted to tie strengths at different displacement histogram data sets, and a best-fitted probability distribution is selected for each case. The inverse cumulative distribution function plots are also used along with the Anderson-Darling test to infer a goodness-of-fit for the probabilistic models. An extensive statistical correlation analysis is also conducted to check the correlation between different tie strengths and associated displacement for both compression and tension loading. Based on the findings, a wall tie constitutive law is proposed to define probabilistic tie behaviour in numerical modelling.
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2022 |
Rajabipour A, Javadian A, Bazli M, Masia M, 'Interlaminar Shear Properties of Bamboo Composite for Structural Applications', Fibers, 10 (2022) [C1]
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2022 |
Muhit IB, Masia MJ, Stewart MG, Isfeld AC, 'Spatial variability and stochastic finite element model of unreinforced masonry veneer wall system under Out-of-plane loading', ENGINEERING STRUCTURES, 267 (2022) [C1]
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2021 |
Isfeld AC, Stewart MG, Masia MJ, 'Stochastic finite element model assessing length effect for unreinforced masonry walls subjected to one-way vertical bending under out-of-plane loading', Engineering Structures, 236 (2021) [C1] The strength of unreinforced masonry (URM) walls subjected to one-way vertical bending under out-of-plane loading (no pre-compression) is known to be affected by the tensile bond ... [more] The strength of unreinforced masonry (URM) walls subjected to one-way vertical bending under out-of-plane loading (no pre-compression) is known to be affected by the tensile bond strength. Factors such as batching, workmanship, and environmental exposure alter the strength of this bond, resulting in spatial variability for any URM assembly. In narrow wall panels a single weak joint may dictate the failure load of a masonry wall, whereas for longer walls there is higher potential for weak joints to occur and load redistribution. This paper focuses on a stochastic assessment of clay brick URM walls with spatially variable tensile bond strength subjected to uniformly distributed out-of-plane loads in one-way vertical bending and assessing the effect of wall length on the ultimate failure load. Stochastic computational modelling combining 3D non-linear Finite Element Analysis (FEA) and Monte Carlo Simulation (MCS) is used to account for bond strength variability when estimating the walls ultimate failure loads. For this assessment FEA MCS has been applied to a set of existing test data for walls 1, 2, 4, and 10 units long, by ten different masons. Models were also developed to consider walls in the intermediate length range, 7 units long, and walls outside of this range, 15 units long. For each set of simulations the peak pressure and load¿displacement data was extracted and analysed, showing agreement with the results of wall test data. The panel strength is shown to increase with wall length from 1 to 4 units, then stabilize with further length increase. The variability of the failure load is shown to decrease with increasing wall length.
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2021 |
Gooch LJ, Masia MJ, Stewart MG, 'Application of stochastic numerical analyses in the assessment of spatially variable unreinforced masonry walls subjected to in-plane shear loading', Engineering Structures, 235 (2021) [C1] This paper develops a modelling strategy for the finite element analysis of perforated (arched) unreinforced masonry walls subjected to in-plane shear loading. An experimental bas... [more] This paper develops a modelling strategy for the finite element analysis of perforated (arched) unreinforced masonry walls subjected to in-plane shear loading. An experimental baseline was used to facilitate an accurate calibration and assessment of the chosen modelling strategy. This study provides the procedure and the results relevant to a stochastic assessment of unreinforced masonry shear walls. These results may be used in future studies of the reliability of these structures and may be applied in the calibration of reliability-based design practices. Utilising a two-dimensional micro-modelling approach, the capacity of a monotonic loading scheme to capture the envelope of a cyclically applied load was examined. It was found that, while the elastic stiffness of the laboratory specimens was overestimated by the finite element models, the peak load and global response was accurately recreated by the monotonically loaded models. Once the applicability of this procedure had been established, a series of spatially variable stochastic finite element analyses were created by considering the stochastic properties of key material parameters. These analyses were able to estimate the mean load resistance of the experimentally tested walls with a greater accuracy than a deterministic model. Furthermore, these analyses produced an accurate estimate of the variability of shear capacity of and the observed damage to the laboratory specimens. Due to the fact that the tested walls failed almost exclusively in a rocking mode, a failure mechanism highly dependent upon the structures¿ geometry, the variability of the peak strength was minimal. However, the observed damage and presence of some sliding and stepped cracking indicates that the proposed methodology is likely to capture more variable and unstable failure modes in shear walls with a smaller height-to-length ratio or those more highly confined.
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2021 |
Hemmat M, Totoev YZ, Masia MJ, 'Application of the resettable semi-active damper device for macro modelling of confined semi-interlocking masonry walls', International Journal of Masonry Research and Innovation, 6 208-231 (2021) [C1] In previous research by the authors, the semi-interlocking masonry (SIM) was investigated as infill panels for framed structures and its favourable seismic performance was establi... [more] In previous research by the authors, the semi-interlocking masonry (SIM) was investigated as infill panels for framed structures and its favourable seismic performance was established through laboratory tests. Confined semi-interlocking masonry (CSIM) is a new application of SIM that aims to enhance earthquake performance of confined masonry buildings. Numerical simulations are performed to estimate the structural capacity of CSIM buildings. Micro and macro-modelling strategies are two major approaches for numerical simulation of masonry buildings. This paper proposes a macro-model for CSIM buildings by using a resettable semi-active damper model to simulate the behaviour of the SIM panel. The hysteretic performance of CSIM walls using the proposed macro-model was compared with the load-displacement pushover curve resulting from the FEA micro-modelling approach. The acceptable match between the responses of CSIM walls obtained from the micro and the macro-model confirmed the capability of the proposed model to capture the capacity of CSIM walls.
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2021 |
Zarrin O, Eslamlou SD, Totoev YZ, Masia MJ, 'The out-of-plane capacity of semi-interlocking masonry infill panels: Experimental and numerical investigations using DIANA and ABAQUS software', International Journal of Masonry Research and Innovation, 6 305-328 (2021) [C1] The semi interlocking masonry (SIM) system has been developed by the Masonry Research Group at The University of Newcastle, Australia. The main purpose of this system is to enhanc... [more] The semi interlocking masonry (SIM) system has been developed by the Masonry Research Group at The University of Newcastle, Australia. The main purpose of this system is to enhance the seismic resistance of framed structures with masonry infill panels. In this system, SIM panels dissipate energy during earthquake excitation through the friction on sliding joints between courses of units. A joint project is performed including a series of in-plane and out-of-plane testing programs to evaluate the capacity of SIM panels. The study reported in this paper experimentally investigated the out-of-plane displacement/load capacity of the SIM panel damaged in previous in-plane tests. The experimental results of a full-scale SIM panel made of SIM units with topological and mechanical interlocking units are presented in this paper. The panel is 1,980 mm and 2,025 mm in length and height, respectively. The thickness of the panel is 110 mm with full contact to the frame. The paper also presents the numerical 3D micro modelling of the tested panel using general nonlinear static analysis in two software programs, namely DIANA FEA and ABAQUS. The out-of-plane load and the displaced shapes of the panel are recorded at regular increments and are compared to the numerical results for verification of the numerical models. The results show that the SIM panels have significant out-of-plane load and displacement capacity.
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2021 |
Oliveira Neto LD, Masia MJ, Almeida VS, Simonetti HL, 'A nonlinear BE formulation for analysis of masonry walls considering orthotropy: Fundamentals', Structures, 33 3944-3953 (2021) [C1] In this work, a non-linear Boundary Element (BE) formulation with damage model is extended for numerical simulation of structural masonry walls. The original formulation was prese... [more] In this work, a non-linear Boundary Element (BE) formulation with damage model is extended for numerical simulation of structural masonry walls. The original formulation was presented by other researchers to investigate the concrete material in 2D stress analysis. The formulation proposal is written in terms of domain strain variables and it is based on the consistent tangent operator. A simple damage model is used to represent the material behavior of masonry components and internal variables and cell discretization of the domain are considered. However, for brick masonry it is necessary to take into account the orthotropy in this type of structure. The orthotropy is considered by expressing a residual elastic tensor as the difference of the orthotropic and the isotropic elastic property tensors. The complete integral formulation, using isotropic fundamental solution, and algebraic procedure are developed.
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2021 |
Hossain MA, Totoev YZ, Masia MJ, 'Application of Digital Image Correlation (DIC) Technique for Semi Interlocking Masonry (SIM) Panels under Large Cyclic In-Plane Shear Displacement', Experimental Techniques, 45 509-530 (2021) [C1] Semi interlocking masonry (SIM) is an innovative masonry building system which is being developed in the Centre for Infrastructure Performance and Reliability at The University of... [more] Semi interlocking masonry (SIM) is an innovative masonry building system which is being developed in the Centre for Infrastructure Performance and Reliability at The University of Newcastle, Australia. It utilizes a special method of interlocking of mortar-less engineered masonry panels made of semi-interlocking masonry (SIM) units which possess significant energy dissipation capacity due to friction on sliding bed joints between units of the panel during a seismic event. This special method of interlocking SIM bricks allows relative sliding of unit courses in-plane of a wall and prevents out-of-plane relative movement of units. Because all bed joints in a SIM panel are sliding joints, SIM panels can withstand large in-plane displacements without damage. To test SIM panels, a special steel frame with pin connections at each corner was designed and built. The arrangement with pin connections allows application of in-plane shear distortion to the panel of up to 120¿mm. The study presented herein focused on the experimental investigation of displacement capacities of three different types of panels (panel with open gap between the steel frame and top of the panel, panel with foam in the gap, panel with grout in the gap) with two types of SIM units. The paper expands significantly from the previously published conference paper and examines the behavior of SIM panels subject to 100¿mm (5% storey drift) cyclic in-plane lateral displacement on six SIM panels. The horizontal and vertical movement of SIM units were recorded using Digital Image Correlation (DIC) every 10¿s over approximately 8¿h of testing. This study reveals that the DIC displacement outputs show good agreement with displacements measured using traditional instrumentation, even at large displacements (up to 100¿mm). The structural performance of the SIM panels is also analyzed and potential joint opening widths are quantified under large displacement by plotting the outputs from DIC results.
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2021 |
Howlader MK, Masia MJ, Griffith MC, 'Digital image correlation for the analysis of in-plane tested unreinforced masonry walls', STRUCTURES, 29 427-445 (2021) [C1]
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2020 |
Howlader MK, Masia MJ, Griffith MC, 'In-Plane Response of Perforated Unreinforced Masonry Walls under Cyclic Loading: Experimental Study', Journal of Structural Engineering (United States), 146 (2020) [C1]
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2020 |
Hemmat M, Totoev YZ, Masia MJ, 'The introduction of confined semi-interlocking masonry system for buildings to improve earthquake performance', International Journal of Masonry Research and Innovation, 5 348-365 (2020) [C1]
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2020 |
Howlader MK, Masia MJ, Griffith MC, 'Numerical analysis and parametric study of unreinforced masonry walls with arch openings under lateral in-plane loading', Engineering Structures, 208 (2020) [C1]
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2020 |
Hossain MA, Totoev YZ, Masia M, 'Experimental Investigation of Frictional Behavior of mortarless surface in Semi Interlocking Masonry under Cyclic Displacement', Journal of Materials in Civil Engineering, 32 (2020) [C1]
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2020 |
Howlader M, Masia M, Griffith M, 'In-plane shear testing of unreinforced masonry walls and comparison with FEA and NZSEE predictions', International Journal of Masonry Research and Innovation (IJMRI), 5 47-66 (2020) [C1]
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2019 |
Hossain MA, Totoev YZ, Masia MJ, 'Experimental assessment of large displacement cyclic in-plane shear behaviour of semi-interlocking masonry panels', INTERNATIONAL JOURNAL OF MASONRY RESEARCH AND INNOVATION, 4 378-399 (2019) [C1]
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2019 |
Zarrin O, Totoev YZ, Masia MJ, 'Experimental Testing of Out-Of-Plane Capacity of Semi-Interlocking Masonry Infill Panels', The Masonry Society Journal, 37 27-38 (2019) [C1]
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2019 |
Dadras Eslamlou S, Masia MJ, Totoev YZ, Page AW, 'Effect of retrofitting on the structural factors for seismic assessment of unreinforced masonry structures: a review', Australian Journal of Structural Engineering, 20 26-53 (2019) [C1]
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2018 |
Shrive NG, Dhanasekar M, Masia MJ, Page AW, 'The response of concrete masonry with widely-spaced reinforcement to in-plane shear: state-of-the-art and research needs', INTERNATIONAL JOURNAL OF MASONRY RESEARCH AND INNOVATION, 3 369-381 (2018) [C1]
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2017 |
Li J, Masia MJ, Stewart MG, 'Stochastic spatial modelling of material properties and structural strength of unreinforced masonry in two-way bending', STRUCTURE AND INFRASTRUCTURE ENGINEERING, 13 683-695 (2017) [C1]
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2016 |
Masia MJ, Shen J, Simundic G, Page AW, 'Behaviour of NSM FRP masonry bond under elevated temperatures', PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CONSTRUCTION MATERIALS, 169 27-38 (2016) [C1]
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2016 |
Li J, Stewart MG, Masia MJ, Lawrence SJ, 'Spatial Correlation of Material Properties and Structural Strength of Masonry in Horizontal Bending', JOURNAL OF STRUCTURAL ENGINEERING, 142 (2016) [C1]
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2015 |
Konthesingha KMC, Masia MJ, Petersen RB, Page AW, 'Experimental evaluation of static cyclic in-plane shear behavior of unreinforced masonry walls strengthened with NSM FRP strips', Journal of Composites for Construction, 19 (2015) [C1] An experimental study was conducted to assess the effectiveness of strengthening unreinforced-masonry (URM) shear panels with near surface-mounted (NSM) fiber-reinforced polymer (... [more] An experimental study was conducted to assess the effectiveness of strengthening unreinforced-masonry (URM) shear panels with near surface-mounted (NSM) fiber-reinforced polymer (FRP) strips. A total of 23 wall panels (5 URM and 18 reinforced) were subjected to vertical precompression combined with either monotonic or increasing reversing cycles of in-plane lateral displacement under fixed-fixed boundary conditions. Two wall aspect ratios (height/length) and six different reinforcement schemes were tested. The experimental program was designed to produce diagonal cracking in the URM specimens and hence investigate the effectiveness of the various reinforcement schemes in controlling this failure mode. This was achieved for the aspect ratio 1 wall panels. The study revealed that the FRP strengthening was effective in improving the ultimate load, displacement capacity, ductility, and energy dissipation compared with the URM response. For the aspect ratio 0.5 panels, base sliding failures dominated the experimental program, making it difficult to fully assess the effectiveness of the various reinforcing schemes.
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2014 |
Li J, Masia MJ, Stewart MG, Lawrence SJ, 'Spatial variability and stochastic strength prediction of unreinforced masonry walls in vertical bending', Engineering Structures, 59 787-797 (2014) [C1] The flexural bond strength of unreinforced masonry (URM) is a key material property affecting wall out-of-plane lateral load capacity. It is well known that the unit flexural bond... [more] The flexural bond strength of unreinforced masonry (URM) is a key material property affecting wall out-of-plane lateral load capacity. It is well known that the unit flexural bond strength (defined here as the flexural strength of the bond between the brick and lower mortar bed joint associated with any given masonry unit (brick)) varies considerably between units, and that this spatial variability might significantly affect the structural performance and reliability of URM walls in flexure. The paper develops a computational method to predict the strength for non-load bearing single skin URM walls subject to one-way vertical bending considering unit-to-unit spatial variability of flexural bond strength. We characterise the probability distributions of wall strength and examine how spatial variability in unit flexural bond strength affects the variability of base cracking load, mid-height cracking load, peak load and behaviour of clay brick URM walls. This is done using 3-D non-linear Finite Element Analyses (FEA) and stochastic analysis in the form of Monte Carlo simulations. Varying COVs (0.1, 0.3 and 0.5) of unit flexural bond strength are considered. The mean and variance of wall strength are estimated to show the effect of spatial variability of flexural bond strength on wall strength. The failure modes of the wall are compared to show the significant differences between non-spatial and spatial analyses. © 2013.
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2013 |
Konthesingha KMC, Masia MJ, Petersen RB, Mojsilovic N, Simundic G, Page AW, 'Static cyclic in-plane shear response of damaged masonry walls retrofitted with NSM FRP strips - An experimental evaluation', ENGINEERING STRUCTURES, 50 126-136 (2013) [C1]
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2013 |
de Oliveira Neto L, Masia MJ, Taguti Y, Rigitano AC, 'An anisotropic linear elastic boundary element formulation for masonry wall analysis', Engineering Analysis with Boundary Elements, 37 434-440 (2013) [C1]
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2012 |
Wang S, Sloan SW, Abbo AJ, Masia MJ, Tang CA, 'Numerical simulation of the failure process of unreinforced masonry walls due to concentrated static and dynamic loading', International Journal of Solids and Structures, 49 377-394 (2012) [C1]
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2012 |
Kashyap J, Willis CR, Griffith MC, Ingham JM, Masia MJ, 'Debonding resistance of FRP-to-clay brick masonry joints', Engineering Structures, 41 186-198 (2012) [C1]
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2012 |
Petersen RB, Ismail N, Masia MJ, Ingham JM, 'Finite element modelling of unreinforced masonry shear wallettes strengthened using twisted steel bars', Construction and Building Materials, 33 14-24 (2012) [C1]
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2012 |
Correa MRS, Masia MJ, Stewart MG, Heffler LM, 'An experimental and statistical analysis of the flexural bond strength of masonry walls', Australian Journal of Structural Engineering, 13 139-148 (2012) [C1]
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2011 |
Ismail N, Petersen RB, Masia MJ, Ingham JM, 'Diagonal shear behaviour of unreinforced masonry wallettes strengthened using twisted steel bars', Construction and Building Materials, 25 4386-4393 (2011) [C1]
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2010 |
Reda Taha MM, Masia MJ, Choi K-K, Shrive PL, Shrive NG, 'Creep effects in plain and fiber-reinforced polymer-strengthened reinforced concrete beams', ACI Structural Journal, 107 627-635 (2010) [C1]
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2010 |
Masia MJ, Petersen RB, Han Y, Correa MRS, 'Torsion shear test for mortar joints in masonry: Experimental evaluation', Masonry International, 23 91-102 (2010) [C1]
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Nova | |||||||||
2010 |
Petersen RB, Masia MJ, Seracino R, 'In-plane shear behavior of masonry panels strengthened with NSM CFRP strips. I: Experimental investigation', Journal of Composites for Construction, 14 754-763 (2010) [C1]
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Nova | |||||||||
2010 |
Petersen RB, Masia MJ, Seracino R, 'In-Plane shear behavior of masonry panels strengthened with NSM CFRP strips. II: Finite-element model', Journal of Composites for Construction, 14 764-774 (2010) [C1]
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Nova | |||||||||
2010 |
Choi K-K, Taha MMR, Masia MJ, Shrive PL, Shrive NG, 'Numerical investigation of creep effects on FRP-strengthened RC beams', Journal of Composites for Construction, 14 812-822 (2010) [C1]
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Nova | |||||||||
2009 |
Petersen RB, Masia MJ, Seracino R, 'Bond behavior of near-surface mounted FRP strips bonded to modern clay brick masonry prisms: Influence of strip orientation and compression perpendicular to the strip', Journal of Composites for Construction, 13 169-178 (2009) [C1]
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Nova | |||||||||
2008 |
Heffler LM, Stewart MG, Masia MJ, Correa MRS, 'Statistical analysis and spatial correlation of flexural bond strength for masonry walls', Masonry International: Journal of the International Masonry Society, 21 59-70 (2008) [C1]
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Nova | |||||||||
2007 | Styan CT, Masia MJ, Kleeman PW, 'Human loadings on handrails', Australian Journal of Structural Engineering, 7 185-196 (2007) [C1] | ||||||||||
2006 |
Masia MJ, Totoev YZ, Kleeman PW, 'Closure to "Modeling expansive soil movements beneath structures" by Mark J. Masia, Yuri Z. Totoev, and Peter W. Kleeman - June 2004, vol. 130, no. 6, pp. 572-579', Journal of Geotechnical and Geoenvironmental Engineering, 132 128-128 (2006) [C3]
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2006 | Masia MJ, Han Y, Correa MRS, 'Torsion testing for the characterisation of the shear behaviour of mortar joints in masonry', Masonry International, 19 77-88 (2006) [C1] | ||||||||||
2006 |
Correa MRS, Page AW, Han Y, Masia MJ, 'Experimental and theoretical study of the shear behaviour of URM walls with openings', Masonry International, 19 1-14 (2006) [C1]
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Nova | |||||||||
2004 |
Masia MJ, Gale TN, Shrive NG, 'Size Effect In Axially Loaded Square-Section Concrete Prisms Strengthened Using Carbon Fibre Reinforced Polymer Wrapping', Canadian Journal of Civil Engineering, Vol. 31 1-13 (2004) [C1]
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Nova | |||||||||
2004 |
Masia MJ, Kleeman PW, Melchers RE, 'Modelling Soil/Structure Interaction For Masonry Structures', Journal of Structural Engineering, 130 641-649 (2004) [C1]
|
Nova | |||||||||
2004 |
Masia MJ, Totoev YZ, Kleeman PW, 'Modeling expansive soil movements beneath structures', JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 130 572-579 (2004)
|
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2004 |
Masia MJ, Totoev YZ, Kleeman PW, 'Modelling Expansive Soil Movements Beneath Structures', Journal of Geotechnical and Geoenvironmental Engineering, 130 572-579 (2004) [C1]
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2003 |
Masia MJ, Shrive NG, 'Carbon Fibre Reinforced Polymer Wrapping For The Rehabilitation Of Masonry Columns', Canadian Journal Of Civil Engineering, Vol. 30 734-744 (2003) [C1]
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2002 |
Masia MJ, Melchers RE, Kleeman PW, 'Probabilistic Crack Prediction For Masonry Structures On Expansive Soils', Journal of Structural Engineering, 128 1454-1461 (2002) [C1]
|
Nova | |||||||||
Show 51 more journal articles |
Review (1 outputs)
Year | Citation | Altmetrics | Link | |||||
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2014 |
George P Kouretzis, Mark J Masia, Clive Allen, 'Structural Design Codes of Australia and New Zealand: Seismic Actions (2014) [D1]
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Conference (122 outputs)
Year | Citation | Altmetrics | Link | |||||
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2023 | Muhit IB, Stewart MG, Masia M, 'Structural Reliability Assessment of Safety Factors for Unreinforced Masonry VeneerWalls Subjected to Out-of-plane Loading', Proceedings of the Fourteenth North American Masonry Conference, Omaha, Nebraska (2023) [E1] | Nova | ||||||
2023 |
Hossain MA, Masia M, Stewart M, 'Numerical Simulation of Unreinforced Hit-and-Miss Masonry Walls Subjected to Out-of-Plane Loading: Vertical Bending', Proceedings of the Fourteenth North American Masonry Conference, Omaha, Nebraska (2023) [E1]
|
Nova | ||||||
2023 |
Gooch LJ, Masia MJ, Stewart MG, Hossain MA, 'A Laboratory Investigation into the Variability of Unreinforced Masonry Shear Wall Capacities', Proceedings of the Fourteenth North American Masonry Conference, Omaha, Nebraska (2023) [E1]
|
Nova | ||||||
2023 |
Terry L, Gillogly G, Chaves I, Masia M, Petersen R, 'Impact of Corroded Galvanised Wall Ties on The Structural Integrity of Masonry Veneer Walls', Auckland, NZ (2023)
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2023 |
Terry L, Chaves I, Masia M, Melchers R, 'Corrosion of Steel Wall Ties Within Brick Masonry Cavity and Veneer Walls', Perth, WA (2023) [E1]
|
Nova | ||||||
2023 |
Chaves I, Masia M, Melchers R, de Prazer S, Chen W, 'A Framework for Estimating Structural Stability Decay of Multistory Cavity Brick and Brick Veneer Masonry walls', Auckland, NZ (2023)
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2021 |
Muhit IB, Masia M, Stewart M, 'Experimental Investigation of Unreinforced Masonry Veneer Wall System Under Out-of-plane Loading', Experimental Investigation of Unreinforced Masonry Veneer Wall System Under Out-of-plane Loading, Montreal, Canada (2021) [E1]
|
Nova | ||||||
2021 |
Gooch LJ, Masia MJ, Stewart MG, 'Design of Experimental Program and Preliminary Finite Element Analyses of Unreinforced Masonry Shear Wall', Virtual Conference (2021)
|
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2021 |
Gooch LJ, Masia MJ, Stewart MG, 'Influence of Spatially Variable Material Properties on the In-plane Shear Behaviour of Unreinforced Masonry Walls - Stochastic Numerical Analyses', Montreal (2021)
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2020 |
Totoev YZ, Zarrin O, Masia MJ, 'Virtual work method for evaluation of out-of-plane load/displacement capacity of topological semi-interlocking masonry infill panel', Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick and Block Masonry Conference, Krakow, Poland (2020) [E1]
|
Nova | ||||||
2020 |
Isfeld AC, Stewart MG, Masia MJ, 'Stochastic finite element model error for unreinforced masonry walls subjected to one way vertical bending under out-of-plane loading', Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick and Block Masonry Conference, Krakow, Poland (2020) [E1]
|
Nova | ||||||
2020 |
Muhit IB, Stewart MG, Masia MJ, 'Experimental evaluation and probabilistic analysis of the masonry veneer wall tie characteristics', Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick and Block Masonry Conference, Krakow, Poland (2020) [E1]
|
Nova | ||||||
2020 |
Masia MJ, Simundic G, Page AW, 'Experimental testing of unreinforced lattice masonry walls subjected to out-of-plane pressure loading', Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick and Block Masonry Conference, Krakow, Poland (2020) [E1]
|
Nova | ||||||
2020 |
Hemmat M, Totoev YZ, Masia MJ, 'The assessment of confined semi-interlocking masonry buildings using macro-modelling approach', Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick and Block Masonry Conference, Krakow, Poland (2020) [E1]
|
Nova | ||||||
2020 |
Dadras S, Masia MJ, Totoev YZ, 'The seismic performance of heritage URM buildings: A parametric study', Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick and Block Masonry Conference, Krakow, Poland (2020) [E1]
|
Nova | ||||||
2020 |
Masia M, 'Masonry façades in Australia and challenges for engineering research and design', Brick and Block Masonry - From Historical to Sustainable Masonry. Proceedings of the 17th International Brick and Block Masonry Conference, Krakow, Poland (2020) [E1]
|
Nova | ||||||
2019 |
Zarrin O, Totoev Y, Masia M, 'Out-of-Plane Load and Displacement Capacities of SIM Infill Panel with Mechanical Interlocking of Bricks: Experimental Investigation', Salt Lake City, Utah, US (2019) [E1]
|
Nova | ||||||
2019 |
Zarrin O, Totoev YZ, Masia MJ, 'Finite Element Modelling of Out-of-Plane Deflection of Semi-Interlocking Masonry Panel', Congress on Numerical Methods in Engineering - CNM 2019, Guimarães, Portugal (2019) [E1]
|
Nova | ||||||
2019 |
Hemmat M, Zarrin O, Totoev YZ, Masia MJ, Simundic G, 'Testing compressive strength and Young s modulus of semi-interlocking masonry', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1]
|
Nova | ||||||
2019 |
Jardim do Nascimento B, Chaves IA, Masia MJ, Melchers RE, 'Corrosion behaviour of mortar embedded wall-ties in natural and artificial environments', Corrosion and Prevention 2019, Melbourne, Australia (2019) [E1]
|
Nova | ||||||
2019 |
Stewart M, Masia M, 'Reliability-Based Assessment of Safety Factors for Masonry Walls in Vertical Bending', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1]
|
Nova | ||||||
2019 |
Hossain MA, Totoev YZ, Masia M, 'Force-Displacement Response of Semi Interlocking Masonry Panel Under Large In-Plane Displacement: An Experimental Study', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1]
|
Nova | ||||||
2019 | Howlader MK, Masia M, Griffith MC, 'Parametric Study of the Behavior of Perforated URM Walls Under In-Plane Loading and Comparison with NZSEE Strength Prediction Formula', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1] | Nova | ||||||
2019 | Howlader MK, Masia MJ, Griffith MC, 'Cyclic In-Plane Testing of Simulated Australian Historical Perforated URM Walls', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1] | Nova | ||||||
2019 |
Hemmat M, Totoev Y, Masia M, 'Finite element simulation of confined semi-interlocking masonry walls', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1]
|
Nova | ||||||
2019 |
Hemmat M, Totoev Y, Masia M, 'Assessment Of Confined Semi-Interlocking Masonry Walls With Different Aspect Ratio Using Numerical Modelling', Congress on Numerical Methods in Engineering - CMN 2019, Guimarães, Portugal (2019) [E1]
|
Nova | ||||||
2019 |
Dadras Eslamlou S, Masia M, Totoev Y, 'Seismic Assessment of Historical Masonry Buildings and the Influence of Structural Retrofitting: A Case Study', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1]
|
Nova | ||||||
2019 |
Muhit IB, Masia MJ, Stewart MG, 'Nonlinear finite element analysis of unreinforced masonry veneer wall systems under out-of-plane loading', Proceedings of the Thirteenth North American Masonry Conference, Salt Lake City, Utah (2019) [E1]
|
Nova | ||||||
2018 |
Jardim Do Nascimento B, Chaves IA, Masia MJ, Melchers RE, 'A field investigation into long-term corrosion of metal wall ties in masonry veneer construction', Proceedings of the 10th Australasian Masonry Conference. Masonry Today and Tomorrow, Sydney, Australia (2018) [E1]
|
Nova | ||||||
2018 |
Jardim do Nascimento B, Chaves I, Masia MJ, Melchers RE, 'Long-term atmospheric corrosion of mortar embedded wall-ties', Corrosion & Prevention 2018, Adelaide, SA (2018) [E1]
|
Nova | ||||||
2018 |
Masia MJ, Alterman D, Totoev YZ, Page AW, 'Proceedings of the 10th Australasian Masonry Conference', Proceedings/Abstracts of the 10th Australasian Masonry Conference, Sydney, Australia (2018)
|
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2018 |
Stewart M, Masia M, Li J, 'Stochastic and reliability assessment of masonry walls in two-way bending', Proceedings of the 25th Australasian Conference on Mechanics of Structures and Materials, Brisbane, Australia (2018)
|
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2018 | Vaculik J, Howlader MK, Masia M, Ingham J, Griffith M, 'Seismic capacity of heritage masonry buildings in Australia A progress report.', Proceedings of the Australian Earthquake Engineering Society 2018 Conference, Perth, Western Australia (2018) | |||||||
2018 | Ip K, Dizhur D, Sorrentino L, Masia M, Griffith M, Ingham J, 'Critical review of numerical modelling techniques for seismic response of complex URM buildings', Proceedings of the 10th Australasian Masonry Conference, Sydney, Australia (2018) | |||||||
2018 | Ingham J, Dizhur D, Giaretton M, Walsh K, Jafarzadeh R, Griffith M, et al., 'Securing of unreinforced masonry parapets and facades from fundamental research to national policy', Proceedings of the 10th Australasian Masonry Conference, Sydney, Australia (2018) [E1] | Nova | ||||||
2018 |
Hossain MA, Totoev YZ, Masia MJ, 'Experimental investigation of semi-interlocking masonry panels under large in-plane cyclic displacement', 10th International Masonry Conference, Milan, Italy (2018) [E1]
|
Nova | ||||||
2018 |
Hossain MA, Totoev Y, Masia M, 'Energy dissipation of framed semi interlocking masonry panel under large displacement', Sydney, Australia (2018)
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2018 |
Zarrin O, Totoev Y, Masia M, 'Evaluating Thrust Force Induced In Semi-Interlocking Masonry Panel During Horizontal And Vertical Arching', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
|
Nova | ||||||
2018 |
Hemmat M, Totoev YZ, Masia MJ, 'Application of semi-interlocking bricks in confined masonry walls', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
|
Nova | ||||||
2018 |
Hossain MA, Totoev YZ, Masia MJ, 'Using Digital Image Correlation (DIC) technique to investigate deformation of semi-interlocking masonry (SIM) panels under in-plane loading', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
|
Nova | ||||||
2018 |
Dadras S, Masia MJ, Totoev YZ, 'The influence of structural retrofitting on the ductility of unreinforced masonry walls', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
|
Nova | ||||||
2018 | Allen C, Dizhur D, Masia MJ, Ingham JM, 'Nonlinear finite element analysis of an unreinforced masonry building damaged in the 2010-2011 Christchurch earthquake swarm', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1] | Nova | ||||||
2018 |
Masia MJ, Simundic G, Page AW, 'Behaviour of unreinforced lattice masonry walls under one way horizontal and two way out-of-plane bending', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
|
Nova | ||||||
2018 |
Howlader MK, Masia MJ, Griffith MC, 'Prediction of in-plane shear capacity of perforated URM walls: Nonlinear finite element modelling compared with the NZSEE formula', 10th IMC - Proceedings of the 10th International Masonry Society Conference, Milan, Italy (2018) [E1]
|
Nova | ||||||
2018 |
Jardim Do Nascimento B, Chaves IA, Masia MJ, Melchers RE, 'A field investigation into long-term corrosion of metal wall ties in masonry veneer construction', Proceedings of the 10th Australasian Masonry Conference. Masonry Today and Tomorrow, Sydney, Australia (2018) [E1]
|
Nova | ||||||
2018 |
Masia MJ, Alterman D, Totoev YZ, Page AW, 'Proceedings of the 10th Australasian Masonry Conference', Proceedings/Abstracts of the 10th Australasian Masonry Conference, Sydney, Australia (2018)
|
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2018 | Ip K, Dizhur D, Sorrentino L, Masia M, Griffith M, Ingham J, 'Critical review of numerical modelling techniques for seismic response of complex URM buildings', Proceedings of the 10th Australasian Masonry Conference, Sydney, Australia (2018) | |||||||
2018 | Ingham J, Dizhur D, Giaretton M, Walsh K, Jafarzadeh R, Griffith M, et al., 'Securing of unreinforced masonry parapets and facades from fundamental research to national policy', Proceedings of the 10th Australasian Masonry Conference, Sydney, Australia (2018) [E1] | Nova | ||||||
2017 |
Allen C, Masia MJ, Page A, Griffith M, Ingham J, 'Nonlinear finite element modelling of unreinforced masonry walls with openings subjected to in-plane shear', Proceedings of 13th Canadian Masonry Symposium, Halifax, Canada (2017) [E1]
|
Nova | ||||||
2017 |
Hossain MA, Totoev Y, Masia MJ, Friend M, 'In-plane cyclic behaviour of semi interlocking masonry panel under large drift', Proceedings of 13th Canadian Masonry Symposium, Halifax, Canada (2017) [E1]
|
Nova | ||||||
2017 |
Masia MJ, Simundic G, Page A, 'Flexural strength of unreinforced lattice masonry walls subjected to lateral out-of-plane loading', Proceedings of 13th Canadian Masonry Symposium, Halifax, Canada (2017) [E1]
|
Nova | ||||||
2017 |
Jardim Do Nascimento B, Chaves I, Masia M, Melchers R, 'Masonry brick veneer and cavity brick wall tie corrosion', Proceedings of the ACA Conference: Corrosion and Prevention 2017, Sydney, Australia (2017)
|
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2016 |
Neto LDO, Mangueira FB, Masia MJ, 'A study of masonry walls by boundary element formulation using homogenization procedure', BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, ITALY, Padova (2016) [E1]
|
Nova | ||||||
2016 |
Allen C, Masia MJ, Page AW, Griffith MC, Derakhshan H, Mojsilovic N, 'Experimental testing of unreinforced masonry walls with openings subject to cyclic in-plane shear', BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, Padova, ITALY (2016) [E1]
|
Nova | ||||||
2016 |
Hossain MA, Totoev YZ, Masia MJ, 'Friction on mortar-less joints in semi interlocking masonry', BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, Padova, ITALY (2016) [E1]
|
Nova | ||||||
2016 |
Masia MJ, Simundic G, Page AW, 'Flexural strength of stack bonded masonry in one way horizontal bending: Influence of bed joint reinforcement', BRICK AND BLOCK MASONRY: TRENDS, INNOVATIONS AND CHALLENGES, Padova, ITALY (2016) [E1]
|
Nova | ||||||
2015 |
Masia MJ, Simundic G, Page AW, 'The Flexural Strength of Stack Bonded Masonry - An On-going Study', 12th North American Masonry Conference, Denver, CO (2015) [E1]
|
Nova | ||||||
2014 | Masia MJ, Krzan M, Bokan-Bosiljkov V, Bosiljkov V, 'Seismic retrofitting of three-leaf stone masonry walls by means of grouting and NSM glass cords.', Proceedings of the 9th International Masonry Conference in Guimaraes, Guimaraes, Portugal (2014) [E1] | Nova | ||||||
2014 | Masia MJ, Shen J, Simundic G, 'Behaviour under elevated temperatures of the bond between near surface mounted fibre reinforced polymer reinforcement and clay brick masonry.', Proceedings of the 9th International Masonry Conference, Guimaraes, Portugal, July 7-9, 2014, Guimaraes, Portugal (2014) [E1] | Nova | ||||||
2014 |
Masia MJ, Simundic G, Page AW, 'The flexural strength of stack bonded masonry, Stage 1 a preliminary study.', Proceedings of the 9th International Masonry Conference in Guimaraes, Guimaraes, Portugal (2014) [E1]
|
Nova | ||||||
2014 |
Masia MJ, Li J, Stewart MG, Lawrence SJ, 'Spatial variability and stochastic strength prediction of unreinforced masonry walls in horizontal bending.', Proceedings of the 9th International Masonry Conference in Guimaraes, Guimaraes, Portugal (2014) [E1]
|
Nova | ||||||
2014 |
Masia MJ, Allen C, Page AW, 'Cyclic in-plane shear behaviour of unreinforced masonry walls with openings.', Proceedings of the 9th International Masonry Conference in Guimaraes, Guimaraes, Portugal (2014) [E1]
|
Nova | ||||||
2013 | Li J, Masia MJ, Stewart MG, Lawrence SJ, Heffler LM, 'Spatial variability of bond strength and stochastic strength prediction of unreinforced masonry walls in vertical bending.', Book of Abstracts: 12th Canadian Masonry Symposium, Vancouver, British Columbia (2013) [E1] | Nova | ||||||
2013 | Konthesingha KMC, Masia MJ, Petersen RB, Page AW, 'Cyclic in-plane shear behaviour of NSM FRP strengthened URM wall panels.', Book of Abstracts: 12th Canadian Masonry Symposium, Vancouver, British Columbia (2013) [E1] | Nova | ||||||
2013 | Allen C, Masia MJ, Derakhshan H, Griffith MC, Dizhur D, Ingham JM, 'What ductility value should be used when assessing unreinforced masonry buildings?', Proceedings of New Zealand Society for Earthquake Engineering (NZSEE) Technical Conference and AGM, Wellington, NZ (2013) [E1] | Nova | ||||||
2012 |
Masia MJ, Simundic G, Page AW, 'Assessment of the AS3700 relationship between shear bond strength and flexural tensile bond strength in unreinforced masonry', Proceedings of the 15th International Brick and Block Masonry Conference, Florianopolis, Brazil (2012) [E1]
|
Nova | ||||||
2012 |
Konthesingha CK, Masia MJ, Petersen RB, Page AW, 'Cyclic in-plane shear behaviour of unreinforced masonry wall panels strengthened with NSM FRP strips', Proceedings of the 15th International Brick and Block Masonry Conference, Florianopolis, Brazil (2012) [E1]
|
Nova | ||||||
2011 | Ingham J, Dhanasekar M, Masia MJ, 'Editors', Proceedings of the 9th Australasian Masonry Conference 2011, Queenstown (2011) [E4] | |||||||
2011 |
Konthesingha CK, Masia MJ, Petersen RB, Mojsilovic N, Simundic G, Page AW, 'Cyclic in-plane shear behaviour of URM panels after retrofitting using CFRP strips', Proceedings of the 9th Australasian Masonry Conference 2011, Queenstown (2011) [E1]
|
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2011 |
Oliveira Neto L, Masia MJ, Sanches Junior F, Botta AS, 'A boundary element formulation for masonry walls: Non-linear analysis', Proceedings of the 9th Australasian Masonry Conference 2011, Queenstown (2011) [E1]
|
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2011 | Oliveira Neto L, Masia MJ, Rigitano AC, Tagutt Y, 'A boundary element formulation for masonry walls: Elastic-linear analysis', Proceedings of the 9th Australasian Masonry Conference 2011, Queenstown (2011) [E1] | |||||||
2011 |
Petersen RB, Masia MJ, 'Evaluation of a shear-friction design model for vertically reinforced masonry walls', Proceedings of the 9th Australasian Masonry Conference 2011, Queenstown (2011) [E1]
|
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2011 |
Griffith MC, Ingham J, Masia MJ, Page AW, 'Australia-New Zealand Research into seismic retrofit of masonry structures using FRP strips: A progress report', Proceedings of the 9th Australasian Masonry Conference 2011, Queenstown (2011) [E1]
|
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2011 |
Tang WC, Masia MJ, Chan RWK, 'Flexural behaviour of reinforced concrete beams with NSM FRP bars under cyclic loading', Proceedings of the 9th International Conference on Shock & Impact Loads on Structures, Fukuoka, Japan (2011) [E1]
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2010 |
Abbo AJ, Wang S, Masia MJ, Sloan SW, 'Numerical simulation of the failure of unreinforced masonry using damage mechanics', Proceedings of the IV European Conference on Computational Mechanics, Paris, France (2010) [E3]
|
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2010 |
Konthesingha CK, Masia MJ, Petersen RB, Mojsilovi N, Simundic G, Page AW, 'Cyclic in-plane shear behaviour of unreinforced masonry panels retrofitted with fibre reinforced polymer strips', Proceedings, 8th International Masonry Conference, Dresden, Germany (2010) [E1]
|
Nova | ||||||
2010 |
Masia MJ, Petersen RB, Konthesingha CK, Lahra J, 'In-plane shear behaviour of masonry panels strengthened with stainless steel high stress reinforcement', Proceedings, 8th International Masonry Conference, Dresden, Germany (2010) [E1]
|
Nova | ||||||
2009 |
Konthesingha KMC, Masia MJ, Petersen RB, Page AW, 'Bond behaviour of NSM FRP strips to modern clay brick masonry prisms under cyclic loading', 11th Canadian Masonry Symposium, Toronto, ONT (2009) [E1]
|
Nova | ||||||
2009 |
Petersen RB, Masia MJ, Seracino R, 'Shear behaviour of unreinforced masonry panels retrofitted with fibre reinforced polymer strips', International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures, Sydney, NSW (2009) [E1]
|
Nova | ||||||
2009 | De Oliveira Neto L, Botta AS, Sanches Junior F, Masia MJ, 'A BE formulation for non-linear analysis of clay brick masonry walls', Advances in Boundary Element Techniques X: Proceedings of the 10th International Conference, Athens, Greece (2009) [E1] | Nova | ||||||
2009 | De Oliveria Neto L, Masia MJ, 'A linear elastic BE formulation for the analysis of masonry walls', Advances in Boundary Element Techniques X: Proceedings of the 10th International Conference, Athens, Greece (2009) [E1] | Nova | ||||||
2009 |
Masia MJ, Petersen RB, Han Y, Correa MRS, 'Torsion shear test for mortar joints in masonry: Specimen preparation and experimental results', 11th Canadian Masonry Symposium, Toronto, ONT (2009) [E1]
|
Nova | ||||||
2009 |
Petersen RB, Masia MJ, Seracino R, 'Experimental and numerical investigation into the shear behaviour of unreinforced masonry panels retrofitted with fibre reinforced polymer strips', 11th Canadian Masonry Symposium, Toronto, ONT (2009) [E1]
|
Nova | ||||||
2009 |
Page AW, Simundic G, Masia MJ, 'A study of wall tie force distribution in veneer wall systems (Stage 1)', 11th Canadian Masonry Symposium, Toronto, ONT (2009) [E1]
|
Nova | ||||||
2008 |
Petersen RB, Masia MJ, Seracino R, 'Experimental verification of finite element model to predict the shear behaviour of NSM FRP strengthened masonry walls', Proceedings of the 14th International Brick & Block Masonry Conference, Sydney, NSW (2008) [E1]
|
Nova | ||||||
2008 |
Masia MJ, Totoev YZ, Page AW, Sugo HO, 'Conference Editors', Proceedings of the 14th International Brick & Block Masonry Conference, Sydney, NSW (2008) [E4]
|
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2008 |
Heffler LM, Stewart MG, Masia MJ, Correa MRS, 'Spatial correlation of flexural bond strength for masonry walls: An experimental and statistical study', Proceedings of the 14th International Brick & Block Masonry Conference, Sydney, NSW (2008) [E1]
|
Nova | ||||||
2008 |
Correa MRS, Heffler LM, Masia MJ, Stewart MG, 'Flexural bond strength for masonry walls: An experimental and statistical analysis', 8th International Seminar on Structural Masonry: Proceedings, Istanbul, Turkey (2008) [E1]
|
Nova | ||||||
2007 |
Masia MJ, Han Y, Player CJ, Correa MRS, Page AW, 'Torsion shear test for mortar joints in masonry: Preliminary experimental results', Proceedings - Tenth North American Masonry Conference, St. Louis, Missouri (2007) [E1]
|
Nova | ||||||
2007 |
Page AW, Simundic G, Masia MJ, 'Wall tie behaviour in cavity and veneer walling systems: A preliminary investigation', Proceedings - Tenth North American Masonry Conference, St. Louis, Missouri (2007) [E1]
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2007 |
Petersen RB, Masia MJ, Seracino R, 'Influence of plate orientation and amount of precompression on the bond strength between NSM CFRP strips and masonry', Proceedings - Tenth North American Masonry Conference, St. Louis, Missouri (2007) [E1]
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2006 | Masia MJ, Han Y, Correa MRS, 'Torsion shear test for mortar joints in masonry', 7th International Masonry Conference, London, UK (2006) [E1] | |||||||
2006 |
Han Y, Masia MJ, Lawrence S, Page AW, 'Experimental study of four brick unit specimens subjected to bending', 7th International Masonry Conference, London, UK (2006) [E1]
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2005 |
Han Y, Masia MJ, Lawrence S, Page AW, 'Preliminary Finite Element Modelling Of Four Brick Unit Specimens Subjected To Bending', 10th Canadian Masonry Symposium, Banff, Canada (2005) [E1]
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2005 | Styan CT, Masia MJ, Kleeman PW, 'Human Loadings On Handrails', Australian Structural Engineering Conference 2005, Newcastle, NSW (2005) [E1] | |||||||
2004 | Han Y, Masia MJ, 'A 3D Non-Linear Finite Element Model Of Brick Specimens Subjected To Bending', Proceedings of the 7th Australasian Masonry Conference, Newcastle, Australia (2004) [E1] | |||||||
2004 | Masia MJ, 'Proceedings of the 7th Australasian Masonry Conference', Proceedings of the 7th Australasian Masonry Conference, Newcastle, New South Wales, Australia, 13-16 July 2004, Newcastle, NSW (2004) [E4] | |||||||
2004 | Masia MJ, Shrive NG, Shrive PL, 'Creep Behaviour Of RC Beams Strengthened With Externally Bonded FRP Strips', Proceedings of the 18th Australasian Conference on the Mechanics of Structures and Materials, Perth, Australia (2004) [E1] | Nova | ||||||
2004 |
Masia MJ, Han Y, Lawrence S, Page AW, 'An Experimental Study Of Brick Masonry Specimens Subjected To Biaxial Bending', Proceedings of the 13th International Brick/Block Masonry Conference, Amsterdam (2004) [E1]
|
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2004 | Shrive NG, Taha MMR, Masia MJ, 'Restoration And Strengthening With Fibre Reinforced Polymers: Issues To Consider', Proceedings of the Fourth International Seminar on Structural Analysis of Historical Constructions, Padova, Italy (2004) [E1] | |||||||
2003 | Masia MJ, Shrive NG, Shrive PL, 'Creep Performance Of Reinforced Concrete Beams Strengthened With Externally Bonded FRP Strips', Proceedings of the International Conference On Performance Of Construction Materials In The New Millenium (ICPCM), Cairo, Egypt (2003) [E1] | |||||||
2002 |
Masia MJ, Kleeman PW, Melchers RE, 'Soil/Structure Interation Modelling Of Masonry For Reliability Studies', Proceedings of the 17th Australasian Conference on the Mechanics of Structures and Materials, Gold Coast, Queensland, Australia (2002) [E1]
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2001 |
Masia MJ, Melchers RE, 'Serviceability and Reliability of Structures Subject to Ground Movement', Proceedings of the 4th Triennial Conference on Coal Mine Subsidence 2001, Maitland (2001) [E2]
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2000 |
Masia MJ, Melchers RE, Kleeman PW, 'A probabilistic model for the prediction of cracking in masonry structures', Proceedings of the 12th International Brick/Block Masonry Conference, Madrid, Spain (2000) [E2]
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2000 |
Totoev YZ, Masia MJ, 'Modelling of the deformations imposed on masonry walls by reactive soils', Proceedings of the 12th International Brick/Block Masonry Conference, Madrid, Spain (2000) [E2]
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1999 |
Masia MJ, Totoev YZ, Kleeman PW, 'Modelling reactive soil movements for the study of cracking in masonry structures', Proceedings of the 16th Australasian Conference on the Mechanics of Structures and Materials, Sydney, Australia (1999) [E1]
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1998 | Masia MJ, Kleeman PW, 'A numerical model for cracking in masonry for use in reliability modelling', 8th Canadian Masonry Symposium, Jasper, Alberta, May 31-June 3, 1998, Jasper, Alberta (1998) [E2] | |||||||
1998 |
Masia MJ, Kleeman PW, Page AW, 'Serviceability Design for Masonry Structures Subjected to Foundation Movements', Proceedings of the 5th Australasian Masonry Conference, Gladstone, Queensland, Australia (1998) [E1]
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Show 119 more conferences |
Thesis / Dissertation (1 outputs)
Year | Citation | Altmetrics | Link | ||
---|---|---|---|---|---|
2019 |
Hossain MA, Modelling of semi interlocking masonry based on observed behaviour, The University of Newcastle (2019)
|
Grants and Funding
Summary
Number of grants | 42 |
---|---|
Total funding | $2,980,376 |
Click on a grant title below to expand the full details for that specific grant.
20232 grants / $865,247
Assessment of structural integrity and deterioration of masonry walls$525,247
Funding body: ARC (Australian Research Council)
Funding body | ARC (Australian Research Council) |
---|---|
Project Team | Associate Professor Igor Chaves, Wensu Chen, Mr Sean De Prazer, Professor Mark Masia, Professor Robert Melchers, Mr John Vazey, Mr John Vazey, Mr Sean de Prazer |
Scheme | Linkage Projects |
Role | Investigator |
Funding Start | 2023 |
Funding Finish | 2026 |
GNo | G2200833 |
Type Of Funding | C1200 - Aust Competitive - ARC |
Category | 1200 |
UON | Y |
Assessment of structural integrity and deterioration of masonry walls$340,000
Funding body: WA Department of Mines, Industry Regulation and Safety
Funding body | WA Department of Mines, Industry Regulation and Safety |
---|---|
Project Team | Associate Professor Igor Chaves, Wensu Chen, Mr Sean De Prazer, Professor Mark Masia, Professor Robert Melchers, Mr John Vazey, Mr John Vazey, Mr Sean de Prazer |
Scheme | Linkage Projects Partner Funding |
Role | Investigator |
Funding Start | 2023 |
Funding Finish | 2026 |
GNo | G2300331 |
Type Of Funding | C2400 – Aust StateTerritoryLocal – Other |
Category | 2400 |
UON | Y |
20222 grants / $559,841
Structural safety and reliability of unreinforced masonry shear walls$549,841
Funding body: ARC (Australian Research Council)
Funding body | ARC (Australian Research Council) |
---|---|
Project Team | Professor Mark Masia, Professor Mark Stewart |
Scheme | Discovery Projects |
Role | Lead |
Funding Start | 2022 |
Funding Finish | 2024 |
GNo | G2100060 |
Type Of Funding | C1200 - Aust Competitive - ARC |
Category | 1200 |
UON | Y |
Hempcrete Testing and Documentation$10,000
Funding body: Sustainable Homes Australia R and D Pty Ltd
Funding body | Sustainable Homes Australia R and D Pty Ltd |
---|---|
Project Team | Doctor Josephine Vaughan, Professor Mark Masia, Madhukar Pobbathi, Professor Patrick Tang |
Scheme | Research Grant |
Role | Investigator |
Funding Start | 2022 |
Funding Finish | 2022 |
GNo | G2200830 |
Type Of Funding | C3100 – Aust For Profit |
Category | 3100 |
UON | Y |
20184 grants / $558,690
Stochastic Hazard Assessment of Unreinforced Masonry Wall Systems$497,760
Funding body: ARC (Australian Research Council)
Funding body | ARC (Australian Research Council) |
---|---|
Project Team | Professor Mark Stewart, Professor Mark Masia |
Scheme | Discovery Projects |
Role | Investigator |
Funding Start | 2018 |
Funding Finish | 2020 |
GNo | G1700145 |
Type Of Funding | C1200 - Aust Competitive - ARC |
Category | 1200 |
UON | Y |
Characterise the pre- and post-peak strength and failure mechanisms for a new mine support product$27,315
Funding body: Strata Linings Pty Ltd
Funding body | Strata Linings Pty Ltd |
---|---|
Project Team | Professor Mark Masia |
Scheme | Entrepreneurs' Programme: Innovation Connections |
Role | Lead |
Funding Start | 2018 |
Funding Finish | 2018 |
GNo | G1800541 |
Type Of Funding | C3100 – Aust For Profit |
Category | 3100 |
UON | Y |
Characterise the pre- and post-peak strength and failure mechanisms for a new mine support product$27,315
Funding body: Department of Industry, Innovation and Science
Funding body | Department of Industry, Innovation and Science |
---|---|
Project Team | Professor Mark Masia |
Scheme | Entrepreneurs' Programme: Innovation Connections |
Role | Lead |
Funding Start | 2018 |
Funding Finish | 2018 |
GNo | G1800584 |
Type Of Funding | C2100 - Aust Commonwealth – Own Purpose |
Category | 2100 |
UON | Y |
Stratabag System - Structural assessment of the new project$6,300
Funding body: Mining Projects Australia Pty Ltd
Funding body | Mining Projects Australia Pty Ltd |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2018 |
Funding Finish | 2018 |
GNo | G1800394 |
Type Of Funding | C3100 – Aust For Profit |
Category | 3100 |
UON | Y |
20178 grants / $110,910
KF210 Composite Slab - Structural assessment of the new product$37,870
Funding body: Bluescope Building Components
Funding body | Bluescope Building Components |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2017 |
Funding Finish | 2017 |
GNo | G1701044 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Small Research Consultancy$33,400
Funding body: Brickworks Building Products
Funding body | Brickworks Building Products |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2017 |
Funding Finish | 2017 |
GNo | G1700930 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Modular walling system - Structural assessment of the new product$11,800
Funding body: Ultimate Housing Solutions Pty Ltd
Funding body | Ultimate Housing Solutions Pty Ltd |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2017 |
Funding Finish | 2017 |
GNo | G1700811 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Mortar Additive Methyl 1 - Assessment of the new product$9,050
Funding body: Helitec Structural Services
Funding body | Helitec Structural Services |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2017 |
Funding Finish | 2017 |
GNo | G1700808 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Strength assessment of the historical masonry - ATP Locomotive Warehouse$7,460
Funding body: BCRC (Building & Construction Research & Consultancy)
Funding body | BCRC (Building & Construction Research & Consultancy) |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2017 |
Funding Finish | 2017 |
GNo | G1701314 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Citygreen’s Stratacell Modules - Structural assessment of the new product $6,820
Funding body: Citygreen
Funding body | Citygreen |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2017 |
Funding Finish | 2017 |
GNo | G1700812 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Soben Panel Testing - Structural assessment of the new product$3,300
Funding body: Port Hunter Building
Funding body | Port Hunter Building |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2017 |
Funding Finish | 2017 |
GNo | G1700017 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Citygreen's Stratacell Modules - Structural assessment of the new product$1,210
Funding body: Citygreen
Funding body | Citygreen |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2017 |
Funding Finish | 2017 |
GNo | G1701313 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
20168 grants / $159,180
Safeguarding Australia's heritage masonry buildings from earthquake attack$100,000
Funding body: ARC (Australian Research Council)
Funding body | ARC (Australian Research Council) |
---|---|
Project Team | Professor Mark Masia, Professor Michael Griffith, Associate Professor Jason Ingham |
Scheme | Discovery Projects |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2018 |
GNo | G1600483 |
Type Of Funding | Aust Competitive - Commonwealth |
Category | 1CS |
UON | Y |
Structural assessment of single point anchor devices$23,100
Funding body: Safety Link
Funding body | Safety Link |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2017 |
GNo | G1601077 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Structural assessment of the new product: Aluminum Baguette Facade Element (2)$17,320
Funding body: Brickworks Building Products
Funding body | Brickworks Building Products |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2016 |
GNo | G1601229 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
Determination of the shear strength of termite barrier$5,760
Funding body: FMC Australiasia
Funding body | FMC Australiasia |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2016 |
GNo | G1601114 |
Type Of Funding | Grant - Aust Non Government |
Category | 3AFG |
UON | Y |
Christ Church Cathedral Tower Remediation Project$5,700
Funding body: Christ Church Cathedral
Funding body | Christ Church Cathedral |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2016 |
GNo | G1601074 |
Type Of Funding | Grant - Aust Non Government |
Category | 3AFG |
UON | Y |
Hold-down bracket for scaffold boards testing$3,200
Funding body: Mahtech Industries Pty Ltd
Funding body | Mahtech Industries Pty Ltd |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2016 |
GNo | G1601058 |
Type Of Funding | Grant - Aust Non Government |
Category | 3AFG |
UON | Y |
Structural assessment of Strata Worldwide's concrete blocks$2,100
Funding body: Strata Worldwide Australia
Funding body | Strata Worldwide Australia |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2016 |
GNo | G1601184 |
Type Of Funding | Grant - Aust Non Government |
Category | 3AFG |
UON | Y |
Structural assessment of new product: Carbon Fibre Wheel Support Stands$2,000
Funding body: UME Components
Funding body | UME Components |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2016 |
GNo | G1700729 |
Type Of Funding | Scheme excluded from IGS |
Category | EXCL |
UON | Y |
20151 grants / $4,500
2015 International Visitor from Institute of Structural Engineering, Zurich Switzerland$4,500
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia, Dr Nebojsa Mojsilovic |
Scheme | International Research Visiting Fellowship |
Role | Lead |
Funding Start | 2015 |
Funding Finish | 2015 |
GNo | G1401304 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20131 grants / $5,960
2013 International Visitor - Bosiljkov$5,960
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia, Associate Professor Vlatko Bosiljkov |
Scheme | DVCR International Visitor Support |
Role | Lead |
Funding Start | 2013 |
Funding Finish | 2013 |
GNo | G1301111 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20121 grants / $90,000
Improved analysis techniques for seismic assessment of unreinforced masonry buildings with flexible floor/roof diaphragms$90,000
Funding body: ARC (Australian Research Council)
Funding body | ARC (Australian Research Council) |
---|---|
Project Team | Professor Michael Griffith, Professor Mark Masia, Emeritus Professor Adrian Page, Associate Professor Jason Ingham, Associate Professor Guido Magenes |
Scheme | Discovery Projects |
Role | Lead |
Funding Start | 2012 |
Funding Finish | 2014 |
GNo | G1101162 |
Type Of Funding | Aust Competitive - Commonwealth |
Category | 1CS |
UON | Y |
20111 grants / $15,000
Emerging Research Leaders Program 2011$15,000
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Emerging Research Leaders Program |
Role | Lead |
Funding Start | 2011 |
Funding Finish | 2011 |
GNo | G1101209 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20081 grants / $326,242
Earthquake protection of masonry buildings using fibre reinforced polymer strengthening$326,242
Funding body: ARC (Australian Research Council)
Funding body | ARC (Australian Research Council) |
---|---|
Project Team | Professor Mark Masia, Emeritus Professor Adrian Page, Professor Michael Griffith, Associate Professor Jason Ingham |
Scheme | Discovery Projects |
Role | Lead |
Funding Start | 2008 |
Funding Finish | 2010 |
GNo | G0188305 |
Type Of Funding | Aust Competitive - Commonwealth |
Category | 1CS |
UON | Y |
20071 grants / $1,700
Tenth North American Masonry Conference, St Louis, Missouri, USA, 3/6/2007 - 6/6/2007$1,700
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2007 |
Funding Finish | 2007 |
GNo | G0187575 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20064 grants / $116,193
Stochastic Modelling of Strength and Reliability of Masonry Walls Loaded in Flexure and Compression$77,940
Funding body: ARC (Australian Research Council)
Funding body | ARC (Australian Research Council) |
---|---|
Project Team | Professor Mark Stewart, Professor Mark Masia, Emeritus Professor Adrian Page, Conjoint Professor Stephen Lawrence |
Scheme | Linkage Projects |
Role | Investigator |
Funding Start | 2006 |
Funding Finish | 2009 |
GNo | G0186013 |
Type Of Funding | Aust Competitive - Commonwealth |
Category | 1CS |
UON | Y |
Stochastic Modelling of Strength and Reliability of Masonry Walls Loaded in Flexure and Compression$30,000
Funding body: Clay Brick and Paver Institute
Funding body | Clay Brick and Paver Institute |
---|---|
Project Team | Professor Mark Stewart, Professor Mark Masia, Conjoint Professor Stephen Lawrence, Emeritus Professor Adrian Page |
Scheme | Linkage Projects Partner Funding |
Role | Investigator |
Funding Start | 2006 |
Funding Finish | 2008 |
GNo | G0186954 |
Type Of Funding | Contract - Aust Non Government |
Category | 3AFC |
UON | Y |
Characterisation of masonry joint behaviour under combined shear and compression loading: A new test approach$6,753
Funding body: Faculty of Engineering and Built Environment
Funding body | Faculty of Engineering and Built Environment |
---|---|
Scheme | Independent Investigator Project Grant Scheme (IIP11) |
Role | Lead |
Funding Start | 2006 |
Funding Finish | 2007 |
GNo | |
Type Of Funding | Internal |
Category | INTE |
UON | N |
Seventh International Masonry Conference, London, 30 October - 1 November 2006$1,500
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2006 |
Funding Finish | 2006 |
GNo | G0186831 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20051 grants / $129,537
Retrofitting unreinforced masonry walls with Fibre Reinforced Polymer Strips$129,537
Funding body: ARC (Australian Research Council)
Funding body | ARC (Australian Research Council) |
---|---|
Project Team | Professor Mark Masia, Dr Chengqing Wu |
Scheme | Discovery Projects |
Role | Lead |
Funding Start | 2005 |
Funding Finish | 2007 |
GNo | G0185013 |
Type Of Funding | Aust Competitive - Commonwealth |
Category | 1CS |
UON | Y |
20042 grants / $11,827
Testing the assumption of Fickian diffusion in epoxy and polyester resins$9,427
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Project Grant |
Role | Lead |
Funding Start | 2004 |
Funding Finish | 2004 |
GNo | G0183390 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
13th International Brick/Block Masonry Conference, July 4-7, 2004$2,400
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2004 |
Funding Finish | 2004 |
GNo | G0184169 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20031 grants / $2,400
International Conference on Performance of Construction Materials in the New Millennium, Egypt 17-20 February, 2003$2,400
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2003 |
Funding Finish | 2003 |
GNo | G0182667 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20022 grants / $10,649
An Experimental and Analytical Study of Biaxial Bending in Masonry Walls Aimed at Developing Rational Design Procedures$10,000
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Early Career Researcher Grant |
Role | Lead |
Funding Start | 2002 |
Funding Finish | 2002 |
GNo | G0182532 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
17th Australasian Conference on Mechanics of Structures, Gold Coast, QLD 12-14 June 2002$649
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2002 |
Funding Finish | 2002 |
GNo | G0182050 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
2 grants / $12,500
Structural Testing of cold-formed steel trussed joists$7,300
Funding body: 5QS Barker Harle
Funding body | 5QS Barker Harle |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Consultancy Research |
Role | Lead |
Funding Start | |
Funding Finish | |
GNo | G1601056 |
Type Of Funding | Grant - Aust Non Government |
Category | 3AFG |
UON | Y |
Structural assessment of new product: Carbon Fibre Wheel Support Stands$5,200
Funding body: UME Components
Funding body | UME Components |
---|---|
Project Team | Professor Mark Masia |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | |
Funding Finish | |
GNo | G1601063 |
Type Of Funding | Grant - Aust Non Government |
Category | 3AFG |
UON | Y |
Research Supervision
Number of supervisions
Current Supervision
Commenced | Level of Study | Research Title | Program | Supervisor Type |
---|---|---|---|---|
2023 | PhD | Assessment of Structural Integrity and Deterioration of Masonry Walls | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Co-Supervisor |
2022 | PhD | Application of Non-destructive Testing Techniques for Condition Assessment of Wall Ties in Masonry Construction | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
Past Supervision
Year | Level of Study | Research Title | Program | Supervisor Type |
---|---|---|---|---|
2024 | PhD | Stochastic Assessment and Structural Reliability of Spatially Variable Unreinforced Masonry Walls Subjected to In-plane Shear Loading | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2022 | PhD | The Influence of Structural Retrofitting on the Seismic Behaviour of Unreinforced Masonry Buildings | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2021 | PhD | Stochastic Assessment of Unreinforced Masonry Veneer Wall Systems Subjected to Lateral Out-of-Plane Loading | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2021 | PhD | Predicting Masonry Brick-Veneer and Cavity Brick Wall-Tie Corrosion | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Co-Supervisor |
2021 | PhD | Out-of-Plane Behaviour of Semi-Interlocking Masonry Infill Panels | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Co-Supervisor |
2021 | PhD | Development of Confined Semi-Interlocking Masonry System for Improved Earthquake Performance | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Co-Supervisor |
2020 | PhD | In-plane Behaviour of Unreinforced Masonry (URM) Walls with Openings in Australian Heritage Construction | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2019 | PhD | Seismic Assessment of In-plane Shear Loaded Unreinforced Masonry Walls with Openings | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2019 | PhD | Modelling of Semi Interlocking Masonry Based on Observed Behaviour | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Co-Supervisor |
2016 | PhD | Spatial Variability and Stochastic Strength Prediction of Unreinforced Masonry Walls Subjected to Out-Of-Plane Bending | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Co-Supervisor |
2012 | PhD | Earthquake Protection of Masonry Shear Walls Using Fibre Reinforced Polymer Strengthening | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2010 | Masters | Variability of Unit Flexural Bond Strength and its Effect on Strength in Clay Brick Unreinforced Masonry Walls Subject to Vertical Bending | M Philosophy (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Co-Supervisor |
2009 | PhD | In-plane Shear Behaviour of Unreinforced Masonry Panels Strengthened with Fibre Reinforced Polymer Strips | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2008 | PhD | A Study of Two-Way Bending in Unreinforced Masonry | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
Professor Mark Masia
Position
Professor
The Centre for Infrastructure Performance and Reliability
School of Engineering
College of Engineering, Science and Environment
Focus area
Civil Engineering
Contact Details
mark.masia@newcastle.edu.au | |
Phone | (02) 4921 5295 |
Fax | (02) 4921 6991 |
Office
Room | EA.120 |
---|---|
Building | Engineering A. |
Location | Callaghan University Drive Callaghan, NSW 2308 Australia |