Development of floor slab for steel post-tensioned self-centering moment frames
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[1] Chung-Che Chou,et al. Seismic design and shake table tests of a steel post‐tensioned self‐centering moment frame with a slab accommodating frame expansion , 2011 .
[2] Chung-Che Chou,et al. Tests and analyses of a full-scale post-tensioned RCS frame subassembly , 2010 .
[3] Chung-Che Chou,et al. Column restraint in post‐tensioned self‐centering moment frames , 2009 .
[4] Andre Filiatrault,et al. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames , 2002 .
[5] Chia-Ming Uang,et al. Cyclic Testing of Steel Moment Connections Rehabilitated with RBS or Welded Haunch , 2000 .
[6] Vitelmo V. Bertero,et al. Experimental Evaluation of Plate-Reinforced Steel Moment-Resisting Connections , 2002 .
[7] Chia-Ming Uang,et al. Cyclic performance of a type of steel beam to steel-encased reinforced concrete column moment connection , 2002 .
[8] Chung-Che Chou,et al. Hysteretic Model Development and Seismic Response of Unbonded Post-Tensioned Precast CFT Segmental Bridge Columns , 2007 .
[9] Richard Sause,et al. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections , 2002 .
[10] Hyung-Joon Kim,et al. Seismic design procedure and seismic response of post‐tensioned self‐centering steel frames , 2009 .
[11] Yu-Chi Wang,et al. Seismic design and behavior of post-tensioned steel connections including effects of a composite slab , 2008 .
[12] Keh-Chyuan Tsai,et al. Evaluating performance of post‐tensioned steel connections with strands and reduced flange plates , 2006 .
[13] Richard Sause,et al. Behavior and Design of Posttensioned Steel Frame Systems , 2007 .
[14] Chung-Che Chou,et al. Post-tensioned self-centering moment connections with beam bottom flange energy dissipators , 2009 .
[15] Chung-Che Chou,et al. Seismic Rehabilitation of Welded Steel Beam-to-Box Column Connections Utilizing Internal Flange Stiffeners , 2010 .
[16] Keh-Chyuan Tsai,et al. Self‐centering steel connections with steel bars and a discontinuous composite slab , 2009 .
[17] Keh-Chyuan Tsai,et al. Seismic self‐centering steel beam‐to‐column moment connections using bolted friction devices , 2008 .
[18] Keh-Chyuan Tsai,et al. Seismic rehabilitation performance of steel side plate moment connections , 2009 .