Graduate Students

The Extended Family

Current Graduate Students

Ph.D. Co-Supervised
StudentThesis TopicDatesNote
Sing, Rohit R.Seismic Rehabilitation of Existing Unreinforced Masonry Buildings (Co-supervised with K. Sett and main supervisor A. Stavridis)09/20–now
Congdon, G.Seismic Rehabilitation of Retrofitted Unreinforced Masonry Buildings (Co-supervised with K. Sett and main supervisor A. Stavridis)09/20–now

No current Post-Doctoral researchers or sole-supervised Ph.D. students at this time.

Former Graduate Students

I. Ph.D. (Sole Supervision)
StudentThesis TopicDatesEmployer
Liu, J.H.Bolted Splice Details for Composite Plate Shear Walls–Concrete Filled05/21–06/24SOM
Carrion-Cabrera, H.F.Achieving Resilient Multi-Span Bridges by using Buckling-Restrained Braces01/19–1/23Kiewit
Kizilarslan, E.Cyclic Inelastic Behavior of Coupled Composite Sandwich Walls06/17–10/21Thornton Tomassetti
Kenarangi, H.Contribution of Steel Casing to Single Shaft Foundation Structural Resistance06/13–08/18Space X
Wei, X.Buckling Restrained Braces Applications for Superstructure and Substructure Protection in Bridges06/11–06/16Jacobs
Shrestha, L.Seismic Demands in Columns of Steel Frames06/11–08/15Caltrans
Imani, R.Post-Earthquake Fire Resistance of Ductile Concrete Filled Double-Skin Tube Columns01/10–06/14ImageCat
Dowden, D.Resilient Self-Centering Steel Plate Shear Walls10/08–06/14Michigan Technological University
Alzeni, Y.Sandwich Composite Steel Plate Shear Walls09/08–07/14Alexandria University
Fouché, P.Blast and Seismic Behavior of Concrete-Filled Double Skin Steel Tube and Modified Steel Jacketed Bridge Columns05/07–05/14Consultant, Haiti
Purba, R.H.Seismic Performance of Steel Plate Shear Walls Considering Various Design Approaches06/08–02/14Institut Teknologi Bandung
Cui, S.Seismic Performance of Buildings with Base Isolated Floors05/06–04/12Worley Parsons
El-Bahey, S.Development of Structural Fuse Concepts for Bridges05/07–08/10WSP
Qu, B.Seismic Behavior and Design of Boundary Frame Members in Steel Plate Shear Walls05/05–06/08CalPoly
Fujikura, S.Multi-Hazard Resistant Highway Bridges Piers05/05–07/08Utsunomiya University
Pollino, M.Rocking Steel Framed Systems01/04–08/07Case Western Reserve University
Berman, J.Seismic Retrofit of Large Bridges Braced Bent10/02–03/06University of Washington, Seattle
Vargas, R.Enhancing Resilience using Passive Energy Dissipation Systems05/02–02/06Technological University of Panama
Vian, D.Passive Energy Dissipation using Metallic In-fills06/00–11/05PB (New York)
Lee, K.Seismic Evaluation of Large Bridges Braced Bent01/99–08/03Chungnam National University
Sarraf, M.H.K.M.Seismic Evaluation of Large Steel Truss Bridges01/94–1/02MGE Engineering
Paquette, J.Pseudo-dynamic Testing of Unreinforced Masonry Buildings having Flexible Wood Diaphragms09/95–1/02Public Works and Government Services Canada
Zahrai, S.M.Seismic Retrofit of Slab-on-Girder Steel Bridges using Ductile Diaphragms09/92–12/97Tehran University
Dicleli, M.Effect of Extreme Gravity and Seismic Loads on Short to Medium Span Slab-on-Girder Steel Bridges09/90–08/93Middle East Technical University
II. Ph.D. (Co-Supervised)
StudentThesis TopicDatesEmployer
Kazemian, A.Fragility Models for Line Components and Line Exposures to Extreme Events (Co-supervised with T. Wu and main supervisor Kallol Sett)09/19–09/24Walker Consultants
Raman, R.Experimental and Numerical Evaluation of the Performance of URM Walls Retrofitted with Steel Strong Backs under Out-of-Plane Seismic Loads (Co-supervised with K. Sett and main supervisor A. Stavridis)09/19–05/24Post Doctorate, UCSD
Taghdi, M. (co-supervised w/ M. Saatcioglu)Seismic Resistance of Steel-plate Reinforced Shear Walls09/90–02/98University of Tripoli
III. M.A.Sc. (Thesis)
StudentThesis TopicDatesEmployer / Note
Salado Castillo, J.G.Seismic Resilience Quantification for a set of Buildings09/19–08/20Technological University of Panama
Qureshi, R.K.Effect of Seismic Duration on Steel Plate Shear Walls09/15–8/16Continued to Ph.D.
Keller, D.Multi-Hazard Resistant Bridge Pier Concept09/07–05/08U.S. Department of State
Purba, R.H.Design of Perforated Steel Plate Shear Walls08/05–08/06University of Bandar Lampung
Pollino, MichaelControlled Rocking of Deck Truss Piers Towers09/01–01/04Continued to Ph.D.
Berman, JeffreyThin Steel Infill Walls as Passive Energy Dissipators for the Seismic Retrofit of Hospitals09/00–10/02Continued to Ph.D.
Bhagwagar, T.Seismic Evaluation of Advanced Materials for Seismic Retrofit of Critical Buildings03/99–03/00Burns & McDonnell
Vian, D.Shake-Table Testing to Instability Collapse of Steel Frames12/98–05/00Continued to Ph.D.
Chessman, K.Seismic Behavior of Buildings having Riveted Stiffened Seat Angle Beam-to-Column Steel Connections01/97–01/01Pittsburgh Steel Group
Marson, J.Competitive Steel Highway Bridge Pier Concept09/96–1/00WSP
Burke, S.Ductility of corroded steel01/96–04/01La Farge NA (British Columbia)
Bisson, M.Seismic Retrofit of Concrete Encased Riveted Stiffened Seat Angle Beam-to-Column Steel Connections01/94–09/97Harmer Podolak Engineering
Sarraf, M.H.K.M.Seismic Behavior of Riveted Stiffened Seat Angle Beam-to-Column Steel Connections taken from an 83-Year Old Building09/91–12/93Continued to Ph.D.
Wang, N.Normalized Energy-Based Methods to Predict the Seismic Energy Ductile Response of Single-Degree-of-Freedom Structures01/91–01/93Sybase
Boussabah, L.Impact of Engineering Modeling Assumptions on Assessing the Seismic Performance of Montgomery Block Building01/91–01/93Consultant (Ottawa)
IV. M.S./M.Eng. (Project)
StudentProject TopicDatesEmployer / Note
Koirala, A.Canadian seismic design coefficients for coupled composite plate shear wall/concrete filled (CC-PSW/CF)06/23–01/24GMS
Maldonado, V.D.Influence of Material Hardness and Clamping Force in Friction Applied for Seismic Energy Dissipation08/19–12/19Control de Recursos Eficaz y Óptimo
Stucki, C.Seismic Design of Temporary Bridges06/16–05/17Passero Associates
Fu, Y.Orientation of Diagonal Tension in Steel Plate Shear Walls01/15–05/16Continued to Ph.D.
Wang, F.Orientation of Diagonal Tension in Steel Plate Shear Walls having Different Aspect Ratios01/15–05/15Continued to Ph.D.
Ngeljaratan, L.BRB Service Life in Bridge Application04/13–06/14Continued to Ph.D.
Zhang, S.Seismic Performance of Bi-Directional Ductile Diaphragms04/13–05/14UrbanTech
Krishnappa, N.Simulation of Blast Load Effects on Wide Flange Sections06/11–07/12Angus Consulting Engineers
Hassan, M.Demands on Composite Pile Shafts04/13–01/14Thornton Tomassetti, NYC
Powell, JasonSeismic Design of Bridges with Steel Substructures using NCHRP 12-49 Proposed Specifications01/00–06/00
Liu, J.Aspects of Seismic Resistance of Steel Buildings05/90–09/96
Taddei, P.Implementation of Refined Physical Hysteretic Brace Element09/93–09/95
V. Post-Doctoral Researchers
ResearcherTopicDatesCurrent Position
Polat, E.Design of Composite Walls08/16–03/18Munzur Üniversitesi
Gian-Paolo CimellaroIntegrated Structural and Organizational Resilience03/08–12/08Polytechnic University of Turin
Warn, G.Blast Resistance of Seismically-Designed Steel Plate Shear Walls09/06–07/07Penn State
Berman, J.Cyclic Testing of a 3-Story Buckling Restrained Braced Frame with Novel Gusset Connection03/06–06/06University of Washington (Seattle)
Lopez-Garcia, D.Multihazard-Resistant Bridge Wall Pier Concept09/04–06/05Pontificia Universidad Católica de Chile