Self-centering damage-free steel portal frame-type bridge piers with post-tensioned energy-dissipating connections

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Doboku Gakkai Ronbunshuu A | 2007年 / 4卷 / 811-827期

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17;

D O I：

10.2208/jsceja.63.811

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引用

共 26 条

[1] Evaluating the mechanical behavior of post-tensioned recombinant bamboo frame with metal energy-dissipating connections
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[2] Development of repairability index for steel moment frames with post-tensioned self-centering connections
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[3] Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections
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[4] Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections
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[5] Experimental investigation of the seismic performance of precast post-tensioned segmental bridge piers with stainless energy-dissipating bars
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Ge, Xiao
Li, Jian-Tao
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[6] Post-tensioned self-centering moment connections with beam bottom flange energy dissipators
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[7] ENERGY DISSIPATION IN POST-TENSIONED SELF-CENTERING PRECAST CONCRETE CONNECTIONS WITH A FRICTION DEVICE
Koshikawa, Takeaki
IMPLEMENTING INNOVATIVE IDEAS IN STRUCTURAL ENGINEERING AND PROJECT MANAGEMENT, 2015, : 31 - 36
[8] Composite slab effects on self-centering connections with steel beams post-tensioned to a CFT column
Chou Chung-Che
Wang Yu-Chi
Chen Jun-Hen
Tsai Keh-Chyuan
8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings, 2006, : 418 - 425
[9] Seismic performance of self-centering connections with steel beams post-tensioned to a reinforced concrete column
Department of Civil Engineering, National Chiao Tung University, Hsinchu, 30010, Taiwan
Journal of the CICHE, 2007, 3 (425-437):
[10] Seismic behavior of post-tensioned column base for steel self-centering moment resisting frame
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JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2012, 78 : 117 - 130

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