| Principles of passive supplemental damping and seismic isolation C Christopoulos, A Filiatrault (No Title), 2006 | 1002 | 2006 |
| Self-centering energy dissipative bracing system for the seismic resistance of structures: development and validation C Christopoulos, R Tremblay, HJ Kim, M Lacerte Journal of structural engineering 134 (1), 96-107, 2008 | 804 | 2008 |
| Posttensioned energy dissipating connections for moment-resisting steel frames C Christopoulos, A Filiatrault, CM Uang, B Folz Journal of Structural Engineering 128 (9), 1111-1120, 2002 | 736 | 2002 |
| Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05 J Erochko, C Christopoulos, R Tremblay, H Choi Journal of Structural Engineering 137 (5), 589-599, 2011 | 480 | 2011 |
| Seismic response of multistory buildings with self-centering energy dissipative steel braces R Tremblay, M Lacerte, C Christopoulos Journal of structural engineering 134 (1), 108-120, 2008 | 460 | 2008 |
| Seismic response of self‐centring hysteretic SDOF systems C Christopoulos, A Filiatrault, B Folz Earthquake engineering & structural dynamics 31 (5), 1131-1150, 2002 | 424 | 2002 |
| Performance-based seismic response of frame structures including residual deformations part I: single-degree of freedom systems C Christopoulos, S Pampanin, MJ Nigel Priestley Journal of Earthquake Engineering 7 (01), 97-118, 2003 | 325 | 2003 |
| Friction damped posttensioned self-centering steel moment-resisting frames HJ Kim, C Christopoulos Journal of Structural Engineering 134 (11), 1768-1779, 2008 | 268 | 2008 |
| Experimental validation of replaceable shear links for eccentrically braced steel frames N Mansour, C Christopoulos, R Tremblay Journal of Structural Engineering 137 (10), 1141-1152, 2011 | 261 | 2011 |
| Performance-based seismic response of frame structures including residual deformations part II: multi-degree of freedom systems S Pampanin, C Christopoulos, MJ Nigel Priestley Journal of Earthquake Engineering 7 (01), 119-147, 2003 | 231 | 2003 |
| Mitigation of higher mode effects in base-rocking systems by using multiple rocking sections L Wiebe, C Christopoulos Journal of Earthquake Engineering 13 (S1), 83-108, 2009 | 200 | 2009 |
| Seismic design procedure and seismic response of post‐tensioned self‐centering steel frames HJ Kim, C Christopoulos Earthquake Engineering & Structural Dynamics 38 (3), 355-376, 2009 | 172 | 2009 |
| Design and testing of an enhanced-elongation telescoping self-centering energy-dissipative brace J Erochko, C Christopoulos, R Tremblay Journal of Structural Engineering 141 (6), 04014163, 2015 | 166 | 2015 |
| Development and validation of a metallic haunch seismic retrofit solution for existing under‐designed RC frame buildings S Pampanin, C Christopoulos, TH Chen Earthquake engineering & structural dynamics 35 (14), 1739-1766, 2006 | 163 | 2006 |
| Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low‐amplitude shake table testing L Wiebe, C Christopoulos, R Tremblay, M Leclerc Earthquake Engineering & Structural Dynamics 42 (7), 1053-1068, 2013 | 162 | 2013 |
| Effectiveness of simple approaches in mitigating residual deformations in buildings D Pettinga, C Christopoulos, S Pampanin, N Priestley Earthquake Engineering & Structural Dynamics 36 (12), 1763-1783, 2007 | 154 | 2007 |
| Viscoelastic coupling dampers (VCDs) for enhanced wind and seismic performance of high‐rise buildings C Christopoulos, M Montgomery Earthquake Engineering & Structural Dynamics 42 (15), 2217-2233, 2013 | 152 | 2013 |
| Shake table testing and numerical simulation of a self‐centering energy dissipative braced frame J Erochko, C Christopoulos, R Tremblay, HJ Kim Earthquake engineering & structural dynamics 42 (11), 1617-1635, 2013 | 148 | 2013 |
| Design, testing, and detailed component modeling of a high-capacity self-centering energy-dissipative brace J Erochko, C Christopoulos, R Tremblay Journal of Structural Engineering 141 (8), 04014193, 2015 | 145 | 2015 |
| Seismic design and performance of steel moment-resisting frames with nonlinear replaceable links Y Shen, C Christopoulos, N Mansour, R Tremblay Journal of Structural Engineering 137 (10), 1107-1117, 2011 | 143 | 2011 |
Stefano PampaninSapienza University of Rome, Italy在 uniroma1.it 的电子邮件经过验证
