Shake table testing and numerical simulation of a self‐centering energy dissipative braced frame
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Robert Tremblay | Robert Tremblay | Constantin Christopoulos | Jeffrey Erochko | Hyung Joon Kim | R. Tremblay | C. Christopoulos | J. Erochko | Hyung Joon Kim | Hyung-Joon Kim
[1] Constantin Christopoulos,et al. Seismic Response of Multistory Buildings with Self-Centering Energy Dissipative Steel Braces , 2008 .
[2] Richard Sause,et al. Seismic Performance of Post-tensioned Steel Moment Resisting Frames With Friction Devices , 2005 .
[3] Hyung J. Kim,et al. Friction Damped Posttensioned Self-Centering Steel Moment-Resisting Frames , 2008 .
[4] Jeffrey Erochko. Improvements to the Design and Use of Post-tensioned Self-centering Energy-dissipative (SCED) Braces , 2013 .
[5] Lydell Wiebe,et al. Using Bézier curves to model gradual stiffness transitions in nonlinear elements: Application to self‐centering systems , 2011 .
[6] Lydell Wiebe,et al. Characterizing acceleration spikes due to stiffness changes in nonlinear systems , 2010 .
[7] A. Buchanan,et al. Experimental investigations on LVL seismic resistant wall and frame subassemblies , 2006 .
[8] Richard Sause,et al. Posttensioned Seismic-Resistant Connections for Steel Frames , 2001 .
[9] STEFANO PAMPANIN,et al. PERFORMANCE-BASED SEISMIC RESPONSE OF FRAME STRUCTURES INCLUDING RESIDUAL DEFORMATIONS. PART II: MULTI-DEGREE OF FREEDOM SYSTEMS , 2003 .
[10] G. Atkinson. Earthquake time histories compatible with the 2005 National building code of Canada uniform hazard spectrum , 2009 .
[11] E. Miranda,et al. Residual displacement ratios for assessment of existing structures , 2006 .
[12] G. MacRae,et al. POST‐EARTHQUAKE RESIDUAL DISPLACEMENTS OF BILINEAR OSCILLATORS , 1997 .
[13] Akira Wada,et al. Earthquake response reduction of buildings by rocking structural systems , 2002, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[14] José I. Restrepo,et al. Shake-Table Tests of Confined-Masonry Rocking Walls with Supplementary Hysteretic Damping , 2009 .
[15] Robert Tremblay,et al. Experimental testing of large scale structural models and components using innovative shake table, dynamic, real-time hybrid simulation and multi-directional loading techniques , 2009 .
[16] Hyunhoon Choi,et al. Comparison of the Seismic Response of Steel Buildings Incorporating Self-Centering Energy Dissipative Braces, Buckling Restrained Braced and Moment Resisting Frames , 2008 .
[17] Andre Filiatrault,et al. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames , 2002 .
[18] Robert Tremblay,et al. Shake table testing of a rocking steel frame designed to mitigate higher mode effects , 2011 .
[19] Richard Sause,et al. Behavior and Design of Posttensioned Steel Frame Systems , 2007 .
[20] Sri Sritharan,et al. Preliminary results and conclusions from the PRESSS five-story precast concrete test Building , 1999 .
[21] Hyunhoon Choi,et al. Residual Drift Response of SMRFs and BRB Frames in Steel Buildings Designed according to ASCE 7-05 , 2011 .
[22] Andre Filiatrault,et al. Seismic response of self‐centring hysteretic SDOF systems , 2002 .
[23] Robert Tremblay,et al. Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation , 2008 .