| Year |
Citation |
Score |
| 2020 |
Zhong C, Binder J, Kwon O, Christopoulos C. Full-Scale Experimental Testing and Postfracture Simulations of Cast-Steel Yielding Connectors Journal of Structural Engineering-Asce. 146: 4020261. DOI: 10.1061/(Asce)St.1943-541X.0002844 |
0.417 |
|
| 2020 |
Zhong C, Binder J, Kwon O, Christopoulos C. Experimental and Numerical Characterization of Ultralow-Cycle Fatigue Behavior of Steel Castings Journal of Structural Engineering-Asce. 146: 4019195. DOI: 10.1061/(Asce)St.1943-541X.0002497 |
0.471 |
|
| 2020 |
Passoni C, Guo J, Christopoulos C, Marini A, Riva P. Design of dissipative and elastic high-strength exoskeleton solutions for sustainable seismic upgrades of existing RC buildings Engineering Structures. 221: 111057. DOI: 10.1016/J.Engstruct.2020.111057 |
0.457 |
|
| 2020 |
Tong F, Christopoulos C. Uncoupled rocking and shear base‐mechanisms for resilient reinforced concrete high‐rise buildings Earthquake Engineering & Structural Dynamics. 49: 981-1006. DOI: 10.1002/Eqe.3273 |
0.425 |
|
| 2019 |
Salmon J, Beigi HA, Christopoulos C. Full-Scale Tests of Gapped-Inclined Bracing System: Seismic Retrofit for Soft-Story Buildings Journal of Structural Engineering-Asce. 145: 4019095. DOI: 10.1061/(Asce)St.1943-541X.0002379 |
0.436 |
|
| 2019 |
Pant DR, Montgomery M, Christopoulos C. Full-Scale Testing of a Viscoelastic Coupling Damper for High-Rise Building Applications and Comparative Evaluation of Different Numerical Models Journal of Structural Engineering-Asce. 145: 4018242. DOI: 10.1061/(Asce)St.1943-541X.0002246 |
0.398 |
|
| 2019 |
Mojiri S, Kwon O, Christopoulos C. Development of a ten‐element hybrid simulation platform and an adjustable yielding brace for performance evaluation of multi‐story braced frames subjected to earthquakes Earthquake Engineering & Structural Dynamics. 48: 749-771. DOI: 10.1002/Eqe.3155 |
0.326 |
|
| 2018 |
MacKay-Lyons R, Christopoulos C, Montgomery M. Viscoelastic Coupling Dampers for Enhanced Multiple Seismic Hazard Level Performance of High-Rise Buildings Earthquake Spectra. 34: 1847-1867. DOI: 10.1193/091616Eqs151M |
0.426 |
|
| 2018 |
Martyr R, Christopoulos C. Applying the Cyclic Void Growth Model to Assess the Ultralow Cycle Fatigue Life of Steel Castings Journal of Structural Engineering-Asce. 144: 4018129. DOI: 10.1061/(Asce)St.1943-541X.0002059 |
0.366 |
|
| 2018 |
Guo JWW, Christopoulos C. A probabilistic framework for estimating the residual drift of idealized SDOF systems of non-degrading conventional and damped structures Earthquake Engineering & Structural Dynamics. 47: 479-496. DOI: 10.1002/Eqe.2975 |
0.427 |
|
| 2017 |
Pant DR, Montgomery M, Christopoulos C. Analytical Study on the Dynamic Properties of Viscoelastically Coupled Shear Walls in High-Rise Buildings Journal of Engineering Mechanics-Asce. 143: 4017047. DOI: 10.1061/(Asce)Em.1943-7889.0001247 |
0.392 |
|
| 2017 |
Guo JWW, Ashasi-Sorkhabi A, Mercan O, Christopoulos C. Real-time hybrid simulation of structures equipped with viscoelastic-plastic dampers using a user-programmable computational platform Earthquake Engineering and Engineering Vibration. 16: 693-711. DOI: 10.1007/S11803-017-0408-7 |
0.418 |
|
| 2016 |
Beigi HA, Christopoulos C, Sullivan TJ, Calvi GM. Cost-Benefit Analysis of Buildings Retrofitted Using GIB Systems Earthquake Spectra. 32: 861-879. DOI: 10.1193/110914Eqs185M |
0.342 |
|
| 2016 |
Koval V, Christopoulos C, Tremblay R. Improvements to the simplified analysis method for the design of seismically isolated bridges in CSA-S6-14 Canadian Journal of Civil Engineering. 43: 897-907. DOI: 10.1139/Cjce-2015-0427 |
0.436 |
|
| 2016 |
Gray MG, Christopoulos C, Packer JA. Design and Full-Scale Testing of a Cast Steel Yielding Brace System in a Braced Frame Journal of Structural Engineering-Asce. 143: 4016210. DOI: 10.1061/(Asce)St.1943-541X.0001692 |
0.451 |
|
| 2016 |
Tan KG, Christopoulos C. Development of Replaceable Cast Steel Links for Eccentrically Braced Frames Journal of Structural Engineering-Asce. 142: 4016079. DOI: 10.1061/(Asce)St.1943-541X.0001550 |
0.408 |
|
| 2016 |
Guo JWW, Daniel Y, Montgomery M, Christopoulos C. Thermal-mechanical model for predicting the wind and seismic response of viscoelastic dampers Journal of Engineering Mechanics. 142. DOI: 10.1061/(Asce)Em.1943-7889.0001121 |
0.384 |
|
| 2016 |
Guo JWW, Christopoulos C. Response prediction, experimental characterization and P‐spectra design of frames with viscoelastic–plastic dampers Earthquake Engineering & Structural Dynamics. 45: 1855-1874. DOI: 10.1002/Eqe.2732 |
0.38 |
|
| 2015 |
Wiebe L, Christopoulos C. Erratum for “Performance-Based Seismic Design of Controlled Rocking Steel Braced Frames. II: Design of Capacity-Protected Elements” by Lydell Wiebe and Constantin Christopoulos Journal of Structural Engineering-Asce. 141: 8215001. DOI: 10.1061/(Asce)St.1943-541X.0001235 |
0.439 |
|
| 2015 |
Wiebe L, Christopoulos C. Erratum for “Performance-Based Seismic Design of Controlled Rocking Steel Braced Frames. I: Methodological Framework and Design of Base Rocking Joint” by Lydell Wiebe and Constantin Christopoulos Journal of Structural Engineering-Asce. 141: 8214001. DOI: 10.1061/(Asce)St.1943-541X.0001234 |
0.446 |
|
| 2015 |
Wiebe L, Christopoulos C. Performance-Based Seismic Design of Controlled Rocking Steel Braced Frames. I: Methodological Framework and Design of Base Rocking Joint Journal of Structural Engineering-Asce. 141: 4014226. DOI: 10.1061/(Asce)St.1943-541X.0001202 |
0.541 |
|
| 2015 |
Wiebe L, Christopoulos C. Performance-Based Seismic Design of Controlled Rocking Steel Braced Frames. II: Design of Capacity-Protected Elements Journal of Structural Engineering-Asce. 141: 4014227. DOI: 10.1061/(Asce)St.1943-541X.0001201 |
0.505 |
|
| 2015 |
Erochko J, Christopoulos C, Tremblay R. Design, Testing, and Detailed Component Modeling of a High-Capacity Self-Centering Energy-Dissipative Brace Journal of Structural Engineering-Asce. 141: 4014193. DOI: 10.1061/(Asce)St.1943-541X.0001166 |
0.515 |
|
| 2015 |
Erochko J, Christopoulos C, Tremblay R. Design and Testing of an Enhanced-Elongation Telescoping Self-Centering Energy-Dissipative Brace Journal of Structural Engineering-Asce. 141: 4014163. DOI: 10.1061/(Asce)St.1943-541X.0001109 |
0.479 |
|
| 2015 |
Montgomery M, Christopoulos C. Experimental validation of viscoelastic coupling dampers for enhanced dynamic performance of high-rise buildings Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001092 |
0.496 |
|
| 2015 |
Agha Beigi H, Sullivan TJ, Christopoulos C, Calvi GM. Factors influencing the repair costs of soft-story RC frame buildings and implications for their seismic retrofit Engineering Structures. 101: 233-245. DOI: 10.1016/J.Engstruct.2015.06.045 |
0.453 |
|
| 2015 |
Wiebe L, Christopoulos C. A cantilever beam analogy for quantifying higher mode effects in multistorey buildings Earthquake Engineering & Structural Dynamics. 44: 1697-1716. DOI: 10.1002/Eqe.2549 |
0.31 |
|
| 2015 |
Agha Beigi H, Christopoulos C, Sullivan T, Calvi M. Seismic response of a case study soft story frame retrofitted using a GIB system Earthquake Engineering and Structural Dynamics. 44: 997-1014. DOI: 10.1002/Eqe.2496 |
0.514 |
|
| 2014 |
Beigi HA, Christopoulos C, Sullivan T, Calvi GM. Gapped-Inclined Braces for Seismic Retrofit of Soft-Story Buildings Journal of Structural Engineering-Asce. 140: 4014080. DOI: 10.1061/(Asce)St.1943-541X.0001006 |
0.496 |
|
| 2014 |
Gray MG, Christopoulos C, Packer JA. Cast steel yielding brace system for concentrically braced frames: Concept development and experimental validations Journal of Structural Engineering (United States). 140. DOI: 10.1061/(Asce)St.1943-541X.0000910 |
0.493 |
|
| 2014 |
Kammula V, Erochko J, Kwon O, Christopoulos C. Application of hybrid-simulation to fragility assessment of the telescoping self-centering energy dissipative bracing system Earthquake Engineering & Structural Dynamics. 43: 811-830. DOI: 10.1002/Eqe.2374 |
0.352 |
|
| 2013 |
Christopoulos C, Montgomery M. Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high‐rise buildings Earthquake Engineering & Structural Dynamics. 42: 2217-2233. DOI: 10.1002/Eqe.2321 |
0.476 |
|
| 2013 |
Erochko J, Christopoulos C, Tremblay R, Kim H. Shake table testing and numerical simulation of a self‐centering energy dissipative braced frame Earthquake Engineering & Structural Dynamics. 42: 1617-1635. DOI: 10.1002/Eqe.2290 |
0.306 |
|
| 2013 |
Guo JWW, Christopoulos C. A procedure for generating performance spectra for structures equipped with passive supplemental dampers Earthquake Engineering & Structural Dynamics. 42: 1321-1338. DOI: 10.1002/Eqe.2274 |
0.386 |
|
| 2013 |
Guo JWW, Christopoulos C. Performance spectra based method for the seismic design of structures equipped with passive supplemental damping systems Earthquake Engineering & Structural Dynamics. 42: 935-952. DOI: 10.1002/Eqe.2261 |
0.476 |
|
| 2013 |
Wiebe L, Christopoulos C, Tremblay R, Leclerc M. Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing Earthquake Engineering & Structural Dynamics. 42: 1053-1068. DOI: 10.1002/Eqe.2259 |
0.511 |
|
| 2013 |
Wiebe L, Christopoulos C, Tremblay R, Leclerc M. Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large‐amplitude shake table testing Earthquake Engineering & Structural Dynamics. 42: 1069-1086. DOI: 10.1002/Eqe.2258 |
0.458 |
|
| 2011 |
Sagbas G, Vecchio FJ, Christopoulos C. Computational modeling of the seismic performance of beam-column subassemblies Journal of Earthquake Engineering. 15: 640-663. DOI: 10.1080/13632469.2010.508963 |
0.457 |
|
| 2011 |
Shen Y, Christopoulos C, Mansour N, Tremblay R. Seismic Design and Performance of Steel Moment-Resisting Frames with Nonlinear Replaceable Links Journal of Structural Engineering-Asce. 137: 1107-1117. DOI: 10.1061/(Asce)St.1943-541X.0000359 |
0.524 |
|
| 2011 |
Mansour N, Christopoulos C, Tremblay R. Experimental Validation of Replaceable Shear Links for Eccentrically Braced Steel Frames Journal of Structural Engineering-Asce. 137: 1141-1152. DOI: 10.1061/(Asce)St.1943-541X.0000350 |
0.518 |
|
| 2011 |
Erochko J, Christopoulos C, Tremblay R, Choi H. Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05 Journal of Structural Engineering-Asce. 137: 589-599. DOI: 10.1061/(Asce)St.1943-541X.0000296 |
0.503 |
|
| 2011 |
Oliveira JdOd, Christopoulos C, Packer JA, Gray MG, Willibald S, Tremblay R. Hohlprofilstreben mit Verbindungselementen aus Stahlguss unter Erdbebenbelastung Stahlbau. 80: 513-519. DOI: 10.1002/Stab.201101451 |
0.433 |
|
| 2011 |
Wiebe L, Christopoulos C. Using Bézier curves to model gradual stiffness transitions in nonlinear elements: Application to self‐centering systems Earthquake Engineering & Structural Dynamics. 40: 1535-1552. DOI: 10.1002/Eqe.1099 |
0.399 |
|
| 2010 |
Zhang WY, Christopoulos C. A Discussion on some Key Issues for Seismic Design of Concentrically Braced Frames According to Canadian and Chinese Codes Advanced Materials Research. 211-221. DOI: 10.4028/Www.Scientific.Net/Amr.163-167.211 |
0.461 |
|
| 2010 |
Uma SR, Pampanin S, Christopoulos C. Development of Probabilistic Framework for Performance-Based Seismic Assessment of Structures Considering Residual Deformations Journal of Earthquake Engineering. 14: 1092-1111. DOI: 10.1080/13632460903556509 |
0.454 |
|
| 2010 |
Wiebe L, Christopoulos C. Characterizing acceleration spikes due to stiffness changes in nonlinear systems Earthquake Engineering & Structural Dynamics. 39: 1653-1670. DOI: 10.1002/Eqe.1009 |
0.377 |
|
| 2009 |
Wiebe L, Christopoulos C. Mitigation of Higher Mode Effects in Base-Rocking Systems by Using Multiple Rocking Sections Journal of Earthquake Engineering. 13: 83-108. DOI: 10.1080/13632460902813315 |
0.481 |
|
| 2009 |
Kim H, Christopoulos C. Seismic design procedure and seismic response of post‐tensioned self‐centering steel frames Earthquake Engineering & Structural Dynamics. 38: 355-376. DOI: 10.1002/Eqe.859 |
0.56 |
|
| 2009 |
Kim H, Christopoulos C. Numerical models and ductile ultimate deformation response of post‐tensioned self‐centering moment connections Earthquake Engineering & Structural Dynamics. 38: 1-21. DOI: 10.1002/Eqe.836 |
0.512 |
|
| 2008 |
Kim J, Christopoulos C, Choi H. Inelastic Seismic Response of Asymmetric-Plan Self-Centering Energy Dissipative Braced Frames Journal of the Earthquake Engineering Society of Korea. 12: 35-44. DOI: 10.5000/Eesk.2008.12.4.035 |
0.514 |
|
| 2008 |
Martinez-Saucedo G, Packer JA, Christopoulos C. Gusset Plate Connections to Circular Hollow Section Braces under Inelastic Cyclic Loading Journal of Structural Engineering-Asce. 134: 1252-1258. DOI: 10.1061/(Asce)0733-9445(2008)134:7(1252) |
0.422 |
|
| 2008 |
De Oliveira JC, Packer JA, Christopoulos C. Cast steel connectors for circular hollow section braces under inelastic cyclic loading Journal of Structural Engineering. 134: 374-383. DOI: 10.1061/(Asce)0733-9445(2008)134:3(374) |
0.484 |
|
| 2008 |
Kim H, Christopoulos C. Friction Damped Posttensioned Self-Centering Steel Moment-Resisting Frames Journal of Structural Engineering-Asce. 134: 1768-1779. DOI: 10.1061/(Asce)0733-9445(2008)134:11(1768) |
0.497 |
|
| 2008 |
Christopoulos C, Tremblay R, Kim H, Lacerte M. Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation Journal of Structural Engineering. 134: 96-107. DOI: 10.1061/(Asce)0733-9445(2008)134:1(96) |
0.551 |
|
| 2008 |
Tremblay R, Lacerte M, Christopoulos C. Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces Journal of Structural Engineering-Asce. 134: 108-120. DOI: 10.1061/(Asce)0733-9445(2008)134:1(108) |
0.547 |
|
| 2007 |
Pettinga JD, Priestley MJN, Pampanin S, Christopoulos C. The Role of Inelastic Torsion in the Determination of Residual Deformations Journal of Earthquake Engineering. 11: 133-157. DOI: 10.1080/13632460701280088 |
0.534 |
|
| 2007 |
Pettinga D, Christopoulos C, Pampanin S, Priestley N. Effectiveness of simple approaches in mitigating residual deformations in buildings Earthquake Engineering & Structural Dynamics. 36: 1763-1783. DOI: 10.1002/Eqe.717 |
0.499 |
|
| 2006 |
Pampanin S, Christopoulos C, Chen T. Development and validation of a metallic haunch seismic retrofit solution for existing under-designed RC frame buildings Earthquake Engineering & Structural Dynamics. 35: 1739-1766. DOI: 10.1002/Eqe.600 |
0.514 |
|
| 2005 |
Christopoulos C, Lopez Garcia D, Tsai KC. Educational reconnaissance of the area affected by the 1999 Chi-Chi earthquake - Three years later Earthquake Spectra. 21: 31-52. DOI: 10.1193/1.1856536 |
0.344 |
|
| 2004 |
Christopoulos C. Frequency Response of Flag-Shaped Single Degree-of-Freedom Hysteretic Systems Journal of Engineering Mechanics-Asce. 130: 894-903. DOI: 10.1061/(Asce)0733-9399(2004)130:8(894) |
0.393 |
|
| 2003 |
Pampanin S, Christopoulos C, Priestley MJN. Performance-Based Seismic Response Of Frame Structures Including Residual Deformations Part Ii: Multi-Degree Of Freedom Systems Journal of Earthquake Engineering. 7: 119-147. DOI: 10.1080/13632460309350444 |
0.514 |
|
| 2003 |
Christopoulos C, Léger P, Filiatrault A. Sliding response of gravity dams including vertical seismic accelerations Earthquake Engineering and Engineering Vibration. 2: 189-200. DOI: 10.1007/S11803-003-0003-Y |
0.411 |
|
| 2002 |
Christopoulos C, Filiatrault A, Uang C, Folz B. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames Journal of Structural Engineering-Asce. 128: 1111-1120. DOI: 10.1061/(Asce)0733-9445(2002)128:9(1111) |
0.492 |
|
| 2002 |
Christopoulos C, Filiatrault A, Folz B. Seismic response of self‐centring hysteretic SDOF systems Earthquake Engineering & Structural Dynamics. 31: 1131-1150. DOI: 10.1002/Eqe.152 |
0.498 |
|
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