Dr Yuri Totoev
Honorary Senior Lecturer
School of Engineering (Civil Engineering)
- Email:yuri.totoev@newcastle.edu.au
- Phone:(02) 492 15290
Career Summary
Biography
Since 2000, I have participated in several major research programs in structural engineering and I have initiated and developed a major multi-strand research program in structural masonry. This is at the forefront of international research efforts. I maintain close and productive international research links, including the Kiev State Technical University for Civil Engineering and Architecture, where I worked prior to my appointment at Newcastle and the Slovenian National Research Institute for Civil Engineering, where I carried out a research project during my last outside study program.
Qualifications
- PhD, Kiev State Technical University
- Master of Engineering Science, Kiev State Technical University
Keywords
- Brick Products
- Dynamics of Structures
- Finite Difference Method
- Plates and Shells
- Resistance of Materials
- Stability of Structures
- Statics
- Structural Analysis
- Theory of Structures
- Thin-Walled Structures
- Un-Reinforced Masonry
- Unsaturated Moisture Flow
Languages
- Russian (Fluent)
- Ukrainian (Fluent)
Professional Experience
Academic appointment
Dates | Title | Organisation / Department |
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1/4/2004 - | Co-chairman of the organising committee | 14th International Brick/Block Masonry Conference Australia |
1/10/2001 - 1/12/2001 | Visiting Academic | Slovenian National Research Institute for Civil Engineering (ZAG) Structural Engineering Slovenia |
1/6/2001 - 1/9/2001 |
Visiting Professor Structural Engineering |
Kiev State Technical University for Building and Architecture Research Institute for Structural Mechanics Ukraine |
1/1/2000 - 1/12/2004 | Lecturer | University of Newcastle Department of Civil, Surveying, and Environmental Engineering Australia |
1/12/1997 - 1/6/1998 |
Visiting Academic Structural Engineering |
University of Illinois At Urbana-Champaign Mid-America Earthquake Center United States |
1/10/1994 - 1/12/1999 | Associate Lecturer | University of Newcastle Department of Civil, Surveying, and Environmental Engineering Australia |
1/3/1993 - 1/10/1994 | Research Associate | University of Newcastle Department of Civil, Surveying, and Environmental Engineering Australia |
1/1/1991 - 1/5/1992 | Founder and Director | BKT Pty. Ltd. Engineering Consulting Australia |
1/9/1987 - 1/1/1991 |
Research Academic Structural Engineering |
Kiev State Technical University for Building and Architecture Research Centre for Thin-Walled Structures Ukraine |
1/9/1984 - 1/9/1987 |
Tutor (part time) Civil Engineering |
Kiev State Technical University for Building and Architecture Department of Resistance of Materials Ukraine |
Membership
Dates | Title | Organisation / Department |
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Vice-chairman - Northern NSW Committee of the Australian Steel Institute | Northern NSW Committee of the Australian Steel Institute Australia |
Professional appointment
Dates | Title | Organisation / Department |
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1/11/1982 - 1/9/1984 | Civil Engineer | State Construction Company Department of Special Projects Ukraine |
Awards
Recognition
Year | Award |
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2007 |
2007 Engineering Excellence Awards Engineers Australia |
Research Award
Year | Award |
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2001 |
Dr. R.G. Drysdale Award Unknown |
Invitations
Participant
Year | Title / Rationale |
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2003 |
Non-Traditional Substructuring Procedure For Analysis Of Free-Form Shells Organisation: International Applied Mechanics Description: Invited Research Paper |
Publications
For publications that are currently unpublished or in-press, details are shown in italics.
Journal article (38 outputs)
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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 |
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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2020 |
Milanesi RR, Hemmat M, Morandi P, Totoev Y, Rossi A, Magenes G, 'Modeling Strategies of Ductile Masonry Infills for the Reduction of the Seismic Vulnerability of RC Frames', Frontiers in Built Environment, 6 (2020) [C1] The threat to human lives and the economic losses due to high seismic vulnerability of non-engineered traditional masonry infills subjected to earthquakes have been highlighted by... [more] The threat to human lives and the economic losses due to high seismic vulnerability of non-engineered traditional masonry infills subjected to earthquakes have been highlighted by several post-seismic surveys and experimental and numerical investigations. In the past decades, researchers have proposed different techniques to mitigate problems related to the seismic vulnerability of traditional masonry infills; however, a viable, practical, and universally accepted solution has not been achieved yet. Among the possible innovative techniques, the one using ductile (or pliable) infills have shown promising results in recent experimental tests. These infills have provided, indeed, a reduced in-plane stiffness and a very high displacement capacity. The research units of the University of Pavia/EUCENTRE (Italy) and the University of Newcastle (Australia) have proposed two different systems for ductile masonry infill based on dividing the masonry panel into a number of segments interconnected through horizontal sliding joints. The ductile masonry infill proposed by the University of Pavia subdivides the masonry panel into four horizontal subpanels using specially engineered sliding joints and presents a deformable mortar at the infill/structure interface, while the one conceived by the University of Newcastle is made of mortar-less specially shaped masonry units capable of sliding on all bed joints. The experiments conducted on the two novel systems have permitted the calibration of two numerical macromodels capable to replicate the overall in-plane seismic response of these ductile masonry infills. One approach is based on a spring model, as usually adopted for traditional masonry infill; the other calibrates the response of a semi-active damper model. The calibrated macromodel approaches have been adopted to demonstrate the enhanced behavior and the reduction of the seismic vulnerability of reinforced concrete (RC) framed structures with the employment of the ductile infills in comparison to structures with non-engineered masonry infills.
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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 |
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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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 |
Zarrin O, Totoev YZ, Ramezanshirazi M, 'The feasibility of radial basis function network (RBF) to predict the behaviour of semi-interlocking masonry (SIM) panel', Masonry International, 31 27-32 (2018) 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 panels. In this system, SIM panels dissipate energy through the sliding friction between rows of SIM units during earthquake excitation. This paper aimed to find the applicability of artificial neural networks (ANN) to predict the displacement behaviour of the SIM panel under out-of-plane loading. The general concept of ANN requires them to be trained by related force-displacement data of SIM panels. The overall data for the training and testing of the network was 70 increments of force-displacement from three tests, which comprise of nine input nodes, these being height and length of panels, height, length and width of the brick, friction, geometry angle of brick, compressive strength of the brick with the lateral load. The aim of this study is to predict the displacement of the SIM panel using the Radial Basis Function network (RBF). The mean square error (MSE) of the network was 0.00032 and the coefficient of determination (R2) values showed as 0.96. The result revealed that ANN has significant potential to predict the behaviour of SIM panels.
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2018 |
Forghani R, Sher W, Kanjanabootra S, Totoev Y, 'The Attitudes of Demolition Contractors to Reusing Building Components: A Study in New South Wales, Australia', EUROPEAN JOURNAL OF SUSTAINABLE DEVELOPMENT, 7 364-370 (2018) [C1]
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2017 |
Forghani R, Totoev Y, Kanjanabootra S, Davison A, 'Experimental Investigation of Water Penetration through Semi-Interlocking Masonry Walls', Journal of Architectural Engineering, 23 04016017-1-04016017-9 (2017) [C1]
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2016 |
Totoev YZ, Al Harthy A, 'Semi interlocking masonry as infill wall system for earthquake resistant buildings: A review', The Journal of Engineering Research, 13 33-41 (2016) [C1]
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2016 |
Totoev YZ, 'In-plane load resistance of semi interlocking masonry infill panels. Analytical procedure', Masonry International, 28 81-88 (2016) [C1]
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2016 |
Lin K, Totoev YZ, Liu H, Guo T, 'In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel', MATERIALS, 9 (2016) [C1]
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2015 | Totoev YZ, Perez-Gavilan JJ, 'SIM: new earthquake resistant masonry', Journal of Civil Engineering (Mexican Institution of Civil Engineers), 549 31-34 (2015) [C2] | ||||||||||
2015 |
Totoev Y, 'Classification of SIM infill panels / Klassifikation von SIM-Ausfachungswänden', Mauerwerk, 19 74-79 (2015) [C1]
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2015 |
Lin K, Totoev YZ, Liu H, Wei C, 'Experimental characteristics of dry stack masonry under compression and shear loading', Materials, 8 8731-8744 (2015) [C1] The behavior of dry stack masonry (DSM) is influenced by the interaction of the infill with the frame (especially the joints between bricks), which requires further research. This... [more] The behavior of dry stack masonry (DSM) is influenced by the interaction of the infill with the frame (especially the joints between bricks), which requires further research. This study investigates the compression and shear behaviors of DSM. First, a series of compression tests were carried out on both masonry prism with mortar (MP_m) and DSM prism (MP_ds). The failure mode of each prism was determined. Different from the MP_m, the stress-strain relationship of the MP_ds was characterized by an upward concavity at the initial stage. The compression strength of the MP_ds was slightly reduced by 15%, while the elastic modulus was reduced by over 62%. In addition, 36 shear-compression tests were carried out under cyclic loads to emphasize the influence of various loads on the shear-compression behavior of DSM. The results showed that the Mohr-Coulomb friction law adequately represents the failure of dry joints at moderate stress levels, and the varying friction coefficients under different load amplitudes cannot be neglected. The experimental setup and results are valuable for further research.
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2015 | Totoev YZ, 'Energy dissipation in SIM infill panels', Journal of Civil Engineering and Architecture, 9 517-525 (2015) [C2] | ||||||||||
2014 |
Lin K, Liu HJ, Totoev YZ, Page AW, 'Modeling of dry-stacked masonry panel confined by reinforced concrete frame', Archives of Civil and Mechanical Engineering, (2014) [C1] In order to increase the energy dissipation of wall/frame elements subjected to in plane shear loading a conceptually new system for masonry infilled RC frame has been proposed an... [more] In order to increase the energy dissipation of wall/frame elements subjected to in plane shear loading a conceptually new system for masonry infilled RC frame has been proposed and proved as effective. The interaction between frame and infilled panel is considered as the major cause of the nonlinear behavior of structure. In this paper, the experimental results are briefly summarized and a micro finite element model is developed to simulate the monotonic response of the masonry infilled structure. A novel type of element called "initial gap element" is presented to simulate the gap between the frame and panel to allow the continual simulation of the response for the full load cycle. All the material parameters are experimentally evaluated. The initial testing included free vibration and cyclic tests on a bare RC frame followed by cyclic test on the RC frame infilled with a dry-stacked concrete brick panel. These results are used to verify the accuracy of the model. It is shown that the model is able to simulate the failure mechanisms exhibited by experiment including the crushing and cracking of the concrete frame and the diagonal compressive stress contribution of the masonry panel. The load-displacement response predicted by the model was also in good agreement with that obtained from the tests. Furthermore, the model was used for ultimate analysis, which discovered four typical stages of structural response of the dry-stack infilled RC frame and found the friction between bricks in the dry-stacked panel contributes significantly (about 50%) to the assembly. © 2014 Politechnika Wroclawska.
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2012 |
Lin K, Liu H-J, Totoev YZ, 'Behavior of mortar-less masonry joint under cyclic shear-compression loading', Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 44 6-10 (2012) [C1]
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2012 |
Lin K, Liu H, Totoev YZ, 'Quasi-static experimental research on dry-stack masonry infill panel frame', Jianzhu Jiegou Xuebao - Journal of Building Structures, 33 119-127 (2012) [C1]
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2012 |
Liu HJ, Peng HY, Luo S, Totoev YZ, 'Parametric study on sag-cable connected to viscous damper with coupling interaction considered', Advanced Science Letters, 12 315-320 (2012) [C1]
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2009 |
Sing-Sang P, Totoev YZ, Page AW, 'Wind and earthquake shear load in asymmetrical loadbearing masonry buildings', The Masonry Society Journal, 27 71-90 (2009) [C1]
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2009 |
Sing-Sang P, Totoev YZ, Page AW, 'Wind and earthquake shear load in symmetrical loadbearing masonry buildings', The Masonry Society Journal, 27 55-70 (2009) [C1]
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2008 |
Sing Sang PA, Totoev YZ, Page AW, 'Earthquake shear load in load-bearing masonry buildings', Australian Journal of Structural Engineering, 8 171-188 (2008) [C1]
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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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2005 |
Bosiljkov V, Totoev YZ, Nichols JM, 'Shear modulus and stiffness of brickwork masonry: an experimental perspective', Structural Engineering and Mechanics, 20 21-43 (2005) [C1]
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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 |
Totoev YZ, 'Non-Traditional Substructuring Procedure For Analysis Of Free-Form Shells', International Applied Mechanics, Vol. 39 136-144 (2003) [C1]
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2000 |
Gotsulyak EA, Totoev YZ, Prusov DE, 'The influence of ribs stiffness and shape imperfections on stability of a ribbed folded plate structure', COMPUTERS & STRUCTURES, 74 629-637 (2000) [C1]
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1998 |
Totoev YZ, Kleeman PW, 'An infiltration model to predict suction changes in the soil profile', Water Resources Research, Vol. 34, No. 7 1617-1622 (1998) [C1]
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Show 35 more journal articles |
Conference (85 outputs)
Year | Citation | Altmetrics | Link | ||||||||
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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]
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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]
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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]
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2020 |
Zarrin O, Totoev YZ, 'Evaluating elastic modulus and thrust force of semi-interlocking masonry panel', International Journal of Masonry Research and Innovation (2020) The semi-interlocking masonry (SIM) system has developed in Masonry Research Group at the University of Newcastle, Australia. The SIM panels dissipate energy through the sliding f... [more] The semi-interlocking masonry (SIM) system has developed in Masonry Research Group at the University of Newcastle, Australia. The SIM panels dissipate energy through the sliding friction on bed joints of SIM units during earthquake excitation. To model the SIM panel's behaviour numerically some key parameters need to evaluate experimentally. This study investigates the elastic modulus of SIM prism and thrust force for horizontal and vertical arching during out-of-plane deflection. Three types of bricks were used in tests: topological SIM, mechanical SIM, and without interlocking bricks. In addition, the prisms of topological SIM bricks comprising three and five bricks have been used to find out the mechanical properties of units. This paper presents the results of 18 arching tests: six tests with topological interlocking, six tests with mechanically interlocking units, six tests with ordinary bricks, and 11 prisms of topological SIM bricks for compressive and modulus of elasticity test.
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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]
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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]
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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]
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2019 |
Milanesi RR, Totoev Y, Morandi P, Rossi A, Magenes G, Iuss P, 'Estimation of basic dynamic characteristics of pliable masonry infills with horizontal sliding joints from in-plane test results', COMPDYN Proceedings (2019) Many post seismic event inspections and studies conducted by different researchers have identified the threat to human lives and considerable economic losses related to the damage... [more] Many post seismic event inspections and studies conducted by different researchers have identified the threat to human lives and considerable economic losses related to the damage sustained by ¿traditional¿ masonry infills. Although several innovative infill solutions and new design approaches have been proposed, a viable practical and universally accepted solution has not been achieved yet. Among the very promising designs, according to the ongoing studies, are pliable infill panels with the in-plane stiffness reduced and the displacement ductility increased compared to ¿traditional¿ infills. One way to attain such a significant pliability of a masonry infill is to divide it into a number of segments interconnected through horizontal sliding joints. The research units at the University of Newcastle (Australia) and the University of Pavia have proposed and are studying two different infill systems of this type: one mortar-less made of specially shaped masonry units capable of sliding on all bed joints; another with infill masonry panel subdivided into several horizontal sub-panels using specially engineered sliding joints. Within this paper, two systems are compared and discussed with particular emphases on their basic dynamic characteristics required for seismic analysis.
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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]
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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]
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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]
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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]
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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 |
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]
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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]
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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]
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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]
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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]
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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]
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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)
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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]
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2017 |
Forghani R, Totoev Y, Kanjanabootra S, Davison A, 'Experimental Investigation of Water Penetration through Semi-Interlocking Masonry Walls', Journal of Architectural Engineering (2017) This study experimentally investigated water penetration through semi-interlocking masonry (SIM) walls using a standard test methodology. The main objective of this study was to i... [more] This study experimentally investigated water penetration through semi-interlocking masonry (SIM) walls using a standard test methodology. The main objective of this study was to investigate the water-penetration performance of dry-stacked SIM walls and the effects of using gap-fillers on the testing walls. The performance of a traditional unreinforced masonry wall was used as the benchmark against which the results for SIM walls were compared. This paper reports the water-penetration performance results of several types of SIM walls investigated in this study.
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2017 |
Forghani R, Sher W, Kanjanabootra S, Totoev Y, 'Consequence of waste levy revocation: Case study Queensland, Australia', Proceedings from the Pacific Rim Real Estate Society PRRES Conference - 2017, Sydney, NSW, Australia (2017) [E1]
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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]
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Nova | |||||||||
2016 |
Wang Z, Totoev YZ, Lin K, 'Non-linear static analysis of multi-storey steel frame with semi-interlocking masonry infill panels', Proceedings of the 16th International Brick and Block Masonry Conference, Padova, Italy (2016) [E1]
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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]
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Nova | |||||||||
2016 |
Totoev Y, Forghani R, Kanjanabootra S, Alterman D, 'Experimental Investigation of Thermal Insulation Properties of Semi Interlocking Masonry (SIM)', Brick and Block Masonry - Trends, Innovations and Challenges, Padova, Italy (2016) [E1]
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Nova | |||||||||
2013 | Totoev Y, Wang Z, 'In-plane and out-of-plane tests on steel frame with SIM infill', 12th Canadian Masonry Symposium, Vancouver (2013) [E1] | Nova | |||||||||
2012 | Totoev YZ, Lin K, 'Frictional energy dissipation and damping capacity of framed semi-intrlocking masonry infill panel', Proceedings of the 15th International Brick and Block Masonry Conference, Florianopolis, Brazil (2012) [E1] | Nova | |||||||||
2012 | Totoev YZ, Simundic G, 'Shear transfer capacity of alternative materials for horizontal slip joints in masonry', Proceedings of the 15th International Brick and Block Masonry Conference, Florianopolis, Brazil (2012) [E1] | Nova | |||||||||
2011 |
Totoev YZ, Lin K, Page AW, 'Numerical modeling of framed dry stack masonry panels', Conference Proceedings: The Eleventh North American Masonry Conference, Minneapolis, Minnesota (2011) [E1]
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2011 | Lin K, Totoev YZ, Liu H, 'Energy dissipation during cyclic tests in framed dry stack unreinforced masonry panels', Proceedings of the 9th Australasian Masonry Conference, Queenstown (2011) [E1] | ||||||||||
2011 |
Lin K, Totoev YZ, Liu H, 'In-plane cyclic test on framed dry-stack masonry panel', Advanced Materials Research, Guangzhou, China (2011) [E1]
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2010 | Nichols JM, Totoev YZ, 'A review of a dynamic test loading pattern for in-plane Masonry experiments', Proceedings of the Eighth International Masonry Conference, Dresden, Germany (2010) [E1] | Nova | |||||||||
2010 | Zhai X, Totoev YZ, 'Cyclic tests of lightweight aggregate concrete masonry walls partially confined in RC frame', Proceedings of the Eighth International Masonry Conference, Dresden, Germany (2010) [E1] | Nova | |||||||||
2009 |
Zhai XM, Totoev YZ, Stewart MG, 'Experimental study on structural performance of grouted RC block wall/beam composition', 11th Canadian Masonry Symposium, Toronto, ONT (2009) [E1]
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Nova | |||||||||
2008 |
Totoev YZ, Sing Sang PA, Page AW, 'Empirical redistribution procedure to improve accuracy of linear elastic analysis of shear walls in load-bearing masonry', Proceedings of the 14th International Brick & Block Masonry Conference, Sydney, NSW (2008) [E1]
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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 | Totoev YZ, 'Heat transfer in the thermo-efficient BIPSE bricks', Durability of Building Materials and Components 11. Globaility and Locality in Durability. Proceedings of the Eleventh International Conference on Durability of Building Materials and Components, 11db, Istanbul, Turkey (2008) [E2] | ||||||||||
2007 |
Sing Sang PA, Totoev YZ, Page AW, 'Earthquake shear in a symmetrical loadbearing masonry building - A dynamic and nonlinear time history analysis', Proceedings - Tenth North American Masonry Conference, St. Louis, Missouri (2007) [E1]
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2006 | Totoev YZ, 'Thermal properties of a brick with built-in passive solar efficiency', 7th International Masonry Conference, London, UK (2006) [E1] | ||||||||||
2006 |
Sing Sang PA, Totoev YZ, Page AW, 'Lateral load distribution in multi-storey loadbearing masonry construction containing slip joints', 7th International Masonry Conference, London, UK (2006) [E1]
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2005 | Totoev YZ, Simundic G, 'New Test For The Shear Transfer Capacity Of Horizontal Slip Joints In Loadbearing Masonry', 10th Canadian Masonry Symposium, Banff, Alberta, June 8-12, 2005 : proceedings, Banff, Canada (2005) [E1] | ||||||||||
2005 | Totoev YZ, 'The Curvilinear Mesh Method For Analysis Of Complex Thin Walled Structures', Computational Methods And Experimental Measurements XII, Malta (2005) [E1] | ||||||||||
2005 |
Sing Sang PA, Totoev YZ, Page AW, 'Distribution Of Lateral Loading In Loadbearing Masonry Construction', ASEC 2005 Program and Abstract Book, Newcastle, Australia (2005) [E1]
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2004 | Totoev YZ, Abrams DP, 'Seismic Performance Of Masonry Infills In 'Weak' RC Frames', Proceedings of the 7th Australasian Masonry Conference, Newcastle, Australia (2004) [E1] | ||||||||||
2004 | Muniruzzaman ARM, Totoev YZ, 'Generation Of 3D Mound Shapes For The Analytical Study Of Masonry On Reactive Soil', Proceedings of the 7th Australasian Masonry Conference, Newcastle, Australia (2004) [E1] | ||||||||||
2004 | Krause AK, Totoev YZ, 'Intrinsic Permeability Of Dry-Pressed Clay Bricks And A Masonry Mortar', Proceedings of the 18th Australasian Conference on the Mechanics of Structures and Materials, Perth, Australia (2004) [E1] | Nova | |||||||||
2004 | Totoev YZ, James MA, 'Development Of The Water Absorption From Fresh Mortar Test', Proceedings of the 13th International Brick/Block Masonry Conference, Amsterdam (2004) [E1] | ||||||||||
2003 |
Totoev YZ, Page AW, Ray A, 'Water Absorption And Drying Properties Of Bricks', Proceedings of the International Conference On Performance Of Construction Materials In The New Millenium (ICPCM), Cairo, Egypt (2003) [E1]
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2003 |
Totoev YZ, Page AW, Simundic G, 'Shear Transfer Capacities Of Horizontal Slip Joints In Masonry At Different Levels Of Vertical Load', Ninth North American Masonry Conference, Clemson, South Carolina, USA (2003) [E1]
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2002 | Trajkovski S, Totoev YZ, 'Shear Strength Of Masonry Including Damp Proof Course: Experimental Determination At Different Strain Rates', Proceedings of the 6th International Masonry Conference, Stoke on Trent, United Kingdom (2002) [E1] | ||||||||||
2002 | Totoev YZ, Nichols JM, 'Damage Accumulation In Unreinforced Masonry Due To Seismic Loading', 3rd International Conference On The Behaviour Of Damaged Structures, Rio de Janiero, Brazil (2002) [E1] | ||||||||||
2001 |
Totoev YZ, Page AW, Simundic G, 'Long-Term Shear Transfer Properties of Horizontal Slip Joints in Load-Bearing Masonry', Proceedings of the 9th Canadian Masonry Symposium, New Brunswick, Canada (2001) [E1]
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2001 |
Totoev YZ, Page AW, Sugo HO, 'Experimental Identification of Moisture Transport Parameters for Brick and Mortar', Proceedings of the 9th Canadian Masonry Symposium, New Brunswick, Canada (2001) [E1]
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2000 | Nichols JM, Totoev YZ, 'The Progressive Degradation of Masonry Shear Walls Subjected to Harmonic Loads with Reference to Two Storey Structures', 12th International Masonry Conference, Proceedings, Madrid, Spain (2000) [E2] | ||||||||||
2000 | Totoev YZ, Masia MJ, 'Modelling of the Deformations Imposed on Masonry Walls by Reactive Soils', 12th International Masonry Conference, Proceedings, Madrid, Spain (2000) [E2] | ||||||||||
2000 | Nichols JM, Oliveira FLD, Totoev YZ, 'The Development of a Synthetic Fatality Function for Use in the Economic Analysis of the Rehabilitation and Repair of Structures', DAMSTRUC'2000, Rio de Janeiro, Brasil (2000) [E2] | ||||||||||
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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1999 | Totoev YZ, Sugo HO, 'Finite element modeling of moisture transport through the brick-mortar interface', Proceedings of the 16th Australasian Conference on the Mechanics of Structures and Materials, Sydney, Australia (1999) [E1] | ||||||||||
1999 | Nichols JM, Totoev YZ, 'Experimental Investigation of the damage mechanics of masonry under dynamic in-plane loads', Proceedings the eighth north American Masonry Conference, Austin, Texas, USA (1999) [E1] | ||||||||||
1998 | Totoev YZ, Gotsulyak EA, Prusov DE, 'Dynamics of a Circular Arch Under Impulsive Loading; "Self-Organizing" of Vibrations', Australasian Structural Engineering Conference Proceeding Vol. 1, Auckland (1998) [E1] | ||||||||||
1998 | Nichols JM, Totoev YZ, 'Criteria For Establishing a Dynamic Test Loading Pattern for Masonry', Australasian Structural Engineering Conference Proceeding Vol.2, Auckland (1998) [E1] | ||||||||||
1998 | Nichols JM, Totoev YZ, 'Background to a Study of Damage Mechanics in Masonry Panels Subjected to Cycle Loading', Proceeding of the 5th Australasian Masonry Conference, Gladstone, Queensland, Australia (1998) [E1] | ||||||||||
1998 | Nichols JM, Totoev YZ, 'The Development of a Test Rig for Inplane Dynamic Testing Of Masonry Panels in a Uniaxial Testing Machine', Proceedings of the 8th Canadian Masonry Symposium, Alberta, Canada (1998) [E1] | ||||||||||
1998 | Totoev YZ, Nichols JM, 'Dynamic Testing of Masonry by Longitudinal Vibration and Ultrasonic Pulse Velocity Methods', Proceedings of the 8th Canadian Masonry Symposium, Jasper, Alberta, Canada (1998) [E1] | ||||||||||
Show 82 more conferences |
Patent (1 outputs)
Year | Citation | Altmetrics | Link |
---|---|---|---|
2006 | Totoev Y, Building Cladding Element With Built In Passive Solar Efficiency (2006) [I1] |
Thesis / Dissertation (2 outputs)
Year | Citation | Altmetrics | Link | ||
---|---|---|---|---|---|
2019 |
Hossain MA, Modelling of semi interlocking masonry based on observed behaviour, The University of Newcastle (2019)
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1989 | Totoev Y, Analysis of the stress state of complex plate/shell structures using superelement approach, (1989) [T3] |
Grants and Funding
Summary
Number of grants | 30 |
---|---|
Total funding | $318,802 |
Click on a grant title below to expand the full details for that specific grant.
20201 grants / $20,000
Numerical analysis of Picton Viaduct$20,000
Funding body: Tahmoor Coal Pty Ltd
Funding body | Tahmoor Coal Pty Ltd |
---|---|
Project Team | Doctor Robert Petersen, David Talbert, Doctor Yuri Totoev |
Scheme | Research Grant |
Role | Investigator |
Funding Start | 2020 |
Funding Finish | 2020 |
GNo | G2000850 |
Type Of Funding | C3100 – Aust For Profit |
Category | 3100 |
UON | Y |
20161 grants / $12,500
Pronto Panel - Structural assessment of the new product$12,500
Funding body: Brickworks Building Products
Funding body | Brickworks Building Products |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Small Research Consultancy |
Role | Lead |
Funding Start | 2016 |
Funding Finish | 2016 |
GNo | G1600693 |
Type Of Funding | Grant - Aust Non Government |
Category | 3AFG |
UON | Y |
20141 grants / $1,500
9th International Masonry Conference, Guimaraes Portugal, 7-9 July 2014$1,500
Funding body: University of Newcastle - Faculty of Engineering & Built Environment
Funding body | University of Newcastle - Faculty of Engineering & Built Environment |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2014 |
Funding Finish | 2014 |
GNo | G1400591 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20131 grants / $1,500
12th Canadian Masonry Symposium Vancouver, 2 - 5 June 2013$1,500
Funding body: University of Newcastle - Faculty of Engineering & Built Environment
Funding body | University of Newcastle - Faculty of Engineering & Built Environment |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2013 |
Funding Finish | 2014 |
GNo | G1300538 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20121 grants / $1,500
15th International Brick and Block Masonry Conference, Flotianapolis, Brazil, 3 - 6 June 2012$1,500
Funding body: University of Newcastle - Faculty of Engineering & Built Environment
Funding body | University of Newcastle - Faculty of Engineering & Built Environment |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2012 |
Funding Finish | 2013 |
GNo | G1200584 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20112 grants / $6,500
Development of semi interlocking masonry units for multistorey framed structures to enhance earthquake and wind resistance$5,000
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev, Emeritus Professor Adrian Page |
Scheme | Linkage Pilot Research Grant |
Role | Lead |
Funding Start | 2011 |
Funding Finish | 2012 |
GNo | G1100041 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
11th North American Masonry Conference, Minneapolis, Minnessta, USA, 5 - 8 June 2011$1,500
Funding body: University of Newcastle - Faculty of Engineering & Built Environment
Funding body | University of Newcastle - Faculty of Engineering & Built Environment |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2011 |
Funding Finish | 2012 |
GNo | G1100390 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20091 grants / $1,200
11th Canadian Masonry Symposium, Toronto, Canada, 31 May - 3 June 2009$1,200
Funding body: University of Newcastle - Faculty of Engineering & Built Environment
Funding body | University of Newcastle - Faculty of Engineering & Built Environment |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2009 |
Funding Finish | 2009 |
GNo | G0190409 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20081 grants / $2,500
11th International Conference on Durability of Building Materials and Components$2,500
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2008 |
Funding Finish | 2008 |
GNo | G0188955 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20072 grants / $9,400
Shredder operations: Shredder in-feed pad design to increase the time between replacement$7,700
Funding body: Smorgon
Funding body | Smorgon |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | UniBusiness |
Role | Lead |
Funding Start | 2007 |
Funding Finish | 2007 |
GNo | G0187717 |
Type Of Funding | Contract - Aust Non Government |
Category | 3AFC |
UON | Y |
The 3rd International conference on structural engineering mechanics and computation, Cape Town, 10/9/2007 - 12/9/2007$1,700
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2007 |
Funding Finish | 2007 |
GNo | G0188151 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20061 grants / $1,500
7th International Masonry Conference, London, 30/10 - 1/11/2006$1,500
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2006 |
Funding Finish | 2006 |
GNo | G0186877 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20051 grants / $2,400
12th International Conference on Computational Methods and Experimental Measurements, 20-22 June 2005$2,400
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2005 |
Funding Finish | 2005 |
GNo | G0185409 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20041 grants / $2,400
13th International Brick/Block Masonry Conference , 4-7 July 2004, Amsterdam$2,400
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2004 |
Funding Finish | 2004 |
GNo | G0184148 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20031 grants / $2,400
9th North American Masonry Conference, Clemson University, SC, USA June 1 - 4, 2003$2,400
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2003 |
Funding Finish | 2003 |
GNo | G0183087 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20022 grants / $9,652
Strength Prediction and Structural Reliability of Structural Masonry in Two-Way Bending$7,771
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Professor Mark Stewart, Doctor Yuri Totoev |
Scheme | Project Grant |
Role | Investigator |
Funding Start | 2002 |
Funding Finish | 2002 |
GNo | G0181378 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
3rd International Conference on the Behaviour of Damaged Structures Rio De Janeiro, Brasil, 29-31 July, 2002$1,881
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2002 |
Funding Finish | 2002 |
GNo | G0181989 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20012 grants / $199,776
Moisture transport between fresh mortar and bricks during masonry construction and curing$197,501
Funding body: Australian Research Council
Funding body | Australian Research Council |
---|---|
Project Team | Adrian Page |
Scheme | Large Grant |
Role | Investigator |
Funding Start | 2001 |
Funding Finish | 2003 |
GNo | |
Type Of Funding | Aust Competitive - Commonwealth |
Category | 1CS |
UON | N |
9th Canadian Masonry Symposium, Canada 4-6 June 2001$2,275
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2001 |
Funding Finish | 2001 |
GNo | G0180859 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
20002 grants / $7,870
Shear Relaxation Properties of Horizontal Slip Joints in Loadbearing Masonry.$6,000
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Project Grant |
Role | Lead |
Funding Start | 2000 |
Funding Finish | 2000 |
GNo | G0178933 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
12th International Brick/Block Masonry Conference, Madrid, Spain.$1,870
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 2000 |
Funding Finish | 2000 |
GNo | G0180330 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
19992 grants / $10,481
Damage Evolution in Unreinforced Masonry due to In-Plane Cyclic Load.$9,000
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev, Emeritus Professor Adrian Page |
Scheme | Project Grant |
Role | Lead |
Funding Start | 1999 |
Funding Finish | 1999 |
GNo | G0178076 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
8th North American Masonry Conference, Austin, Texas,USA.$1,481
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 1999 |
Funding Finish | 1999 |
GNo | G0180503 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
19981 grants / $731
Australian Structural Engineering Conference, Auckland, New Zealand$731
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 1998 |
Funding Finish | 1998 |
GNo | G0180616 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
19972 grants / $9,572
Experimental Study of the Elastic Modulus of Unreinforced Masonry under Dynamic Loading.$8,500
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev, Emeritus Professor Adrian Page |
Scheme | Project Grant |
Role | Lead |
Funding Start | 1997 |
Funding Finish | 1997 |
GNo | G0176710 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
11th International Brick/Block Masonry Conference (triennial), Shanghai, China, 14-16 October 1997$1,072
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 1997 |
Funding Finish | 1997 |
GNo | G0179609 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
19961 grants / $1,280
3rd Asian Pacific Conference on Computational Mechanics - Korea - 16-18/9/96$1,280
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 1996 |
Funding Finish | 1996 |
GNo | G0176366 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
19952 grants / $12,340
Finite Element Modelling of Moisture Movement in expansive Soil$12,000
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | New Staff Grant |
Role | Lead |
Funding Start | 1995 |
Funding Finish | 1995 |
GNo | G0175178 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
14th Australian Conference on the Mechanics of Structures and Materials$340
Funding body: University of Newcastle
Funding body | University of Newcastle |
---|---|
Project Team | Doctor Yuri Totoev |
Scheme | Travel Grant |
Role | Lead |
Funding Start | 1995 |
Funding Finish | 1995 |
GNo | G0175863 |
Type Of Funding | Internal |
Category | INTE |
UON | Y |
19941 grants / $1,800
20th General Assembly of European Geophysical Society$1,800
Funding body: Academic Staff Development Committee
Funding body | Academic Staff Development Committee |
---|---|
Scheme | Conference Fellowship |
Role | Lead |
Funding Start | 1994 |
Funding Finish | 1994 |
GNo | |
Type Of Funding | Internal |
Category | INTE |
UON | N |
Research Supervision
Number of supervisions
Past Supervision
Year | Level of Study | Research Title | Program | Supervisor Type |
---|---|---|---|---|
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 | 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 | Principal 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 | Principal Supervisor |
2020 | PhD | Maximizing the Reuse of Building Components through Critical Technical Design Principles | PhD (Building), College of Engineering, Science and Environment, The University of Newcastle | Co-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 | Principal Supervisor |
2017 | PhD | Experimental and Numerical Study of Structural Frames with Semi-Interlocking Masonry (SIM) Infill Panels | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2016 | Masters | Experimental Investigation of Water Penetration and Thermal Insulation Properties of Semi Interlocking Masonry (SIM) Walls | M Philosophy (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2007 | PhD | Wind and Earthquake Induced Shear in LoadBearing Masonry Buildings | PhD (Civil Eng), College of Engineering, Science and Environment, The University of Newcastle | Principal Supervisor |
2007 | PhD | Shells of Revolution Who's Generator Branches | Structural Engineering, Kiev State Technical University for Building and Architecture | Co-Supervisor |
2007 | PhD | Shells of Revolution Who's Generator Branches | Structural Engineering, Unknown | Co-Supervisor |
2002 | PhD | A Study of the Progressive Degradation of Masonry Shear Walls Subjected to Harmonic Loading | PhD (Civil Eng & Surveying), College of Engineering, Science and Environment, The University of Newcastle | Sole Supervisor |
Dr Yuri Totoev
Position
Honorary Senior Lecturer
The Centre for Infrastructure Performance and Reliability
School of Engineering
College of Engineering, Science and Environment
Focus area
Civil Engineering
Contact Details
yuri.totoev@newcastle.edu.au | |
Phone | (02) 492 15290 |
Fax | (02) 492 16991 |
Office
Room | ES304 |
---|---|
Building | Engineering S |
Location | Callaghan University Drive Callaghan, NSW 2308 Australia |