Influence of design parameters on seismic response of post-tensioned steel MRF systems
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[1] Richard Sause,et al. Posttensioned Seismic-Resistant Connections for Steel Frames , 2001 .
[2] Johnny Sun,et al. Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project , 1997 .
[3] Richard Sause,et al. Behavior and Design of Posttensioned Steel Frame Systems , 2007 .
[4] Andre Filiatrault,et al. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames , 2002 .
[5] Keh-Chyuan Tsai,et al. Evaluating performance of post‐tensioned steel connections with strands and reduced flange plates , 2006 .
[6] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[7] Richard Sause,et al. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections , 2002 .
[8] Richard Sause,et al. Seismic Performance of Post-tensioned Steel Moment Resisting Frames With Friction Devices , 2005 .
[9] Richard Sause,et al. CYCLIC LOAD TESTS AND ANALYSIS OF BOLTED TOP-AND-SEAT ANGLE CONNECTIONS , 2003 .
[10] Richard Sause,et al. Experimental studies of full-scale posttensioned steel connections , 2005 .