Demands and distribution of hysteretic energy in moment resistant self-centering steel frames
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Sonia E. Ruiz | Edén Bojórquez | Alfredo Reyes-Salazar | Arturo Lopez-Barraza | A. López-Barraza | S. Ruiz | A. Reyes-Salazar | E. Bojórquez
[1] Richard Sause,et al. Influence of design parameters on seismic response of post-tensioned steel MRF systems , 2008 .
[2] Richard Sause,et al. Posttensioned Seismic-Resistant Connections for Steel Frames , 2001 .
[3] Sonia E. Ruiz,et al. Reliability-based evaluation of steel structures using energy concepts , 2008 .
[4] Hyung-Joon Kim,et al. Seismic design procedure and seismic response of post‐tensioned self‐centering steel frames , 2009 .
[5] C. L. Wang,et al. Development of a novel self-centering buckling-restrained brace with BFRP composite tendons , 2014 .
[6] James O. Jirsa,et al. Energy demands for seismic design against low‐cycle fatigue , 2007 .
[7] Guodong Zhang,et al. Numerical simulation of the seismic behavior of self-centering steel beam-column connections with bottom flange friction devices , 2011 .
[8] Jinkoo Kim,et al. Evaluation of seismic energy demand and its application on design of buckling-restrained braced frames , 2009 .
[9] Julian J. Bommer,et al. A State-of-Knowledge Review of the Influence of Strong-Motion Duration on Structural Damage , 2006 .
[10] Byong J. Choi,et al. The establishing of performance level thresholds for steel moment‐resisting frame using an energy approach , 2001 .
[11] Jiangang Shen,et al. HYSTERETIC BEHAVIOR OF BOLTED – ANGLE CONNECTIONS , 1999 .
[12] Keh-Chyuan Tsai,et al. Self‐centering steel connections with steel bars and a discontinuous composite slab , 2009 .
[13] James O. Jirsa,et al. A Damage Model for Practical Seismic Design that Accounts for Low Cycle Fatigue , 2005 .
[14] C. Uang,et al. Evaluation of seismic energy in structures , 1990 .
[15] Richard Sause,et al. Experimental studies of full-scale posttensioned steel connections , 2005 .
[16] Richard Sause,et al. Behavior and Design of Posttensioned Steel Frame Systems , 2007 .
[17] Jinkoo Kim,et al. Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum , 2006 .
[18] Hong Hao,et al. Energy appproach in peformance‐based seismic design of steel moment resisting frames for basic safety objective , 2001 .
[19] A. G. Brady,et al. A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION , 1975 .
[20] Richard Sause,et al. Experimental Study of a Self-Centering Beam–Column Connection with Bottom Flange Friction Device , 2009 .
[21] Richard Sause,et al. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections , 2002 .
[22] Amr S. Elnashai,et al. Mechanical and informational modeling of steel beam-to-column connections , 2010 .
[23] Yunfeng Zhang,et al. Ductility demand of partially self-centering structures under seismic loading: SDOF systems , 2013 .