Seismic self-centering steel beam-to-column moment connections using bolted friction devices-Reference-Cited by-同舟云学术

Seismic self-centering steel beam-to-column moment connections using bolted friction devices

Published:2008 Issue:4 Volume:37 Page:627-645
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Tsai Keh-Chyuan,Chou Chung-Che,Lin Chi-Lon,Chen Pei-Ching,Jhang Sheng-Jhih

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference15 articles.

1. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections

2. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames

3. Experimental Studies of Full-Scale Posttensioned Steel Connections

4. Evaluating performance of post-tensioned steel connections with strands and reduced flange plates

5. . Seismic resistant self-centering moment connections with bottom flange buckling-restrained energy dissipators. Eighth Taiwan–Korea–Japan Joint Seminar on Earthquake Engineering for Building Structures, Japan, 2006.

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