Welded end-slot connection and debonding layers for buckling-restrained braces-Reference-Cited by-同舟云学术

Welded end-slot connection and debonding layers for buckling-restrained braces

Published:2014-04-02 Issue:12 Volume:43 Page:1785-1807
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Tsai Keh-Chyuan¹,Wu An-Chien²,Wei Chih-Yu³,Lin Pao-Chun²,Chuang Ming-Chieh²,Yu Yi-Jer⁴

Affiliation:

1. Department of Civil Engineering; National Taiwan University; Taipei Taiwan

2. National Center for Research on Earthquake Engineering; Taipei Taiwan

3. KuoChun Enterprise Co., Ltd; Taoyuan Taiwan

4. Chuang Wei Structural Engineering Inc.; Taipei Taiwan

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2423/fullpdf

Reference24 articles.

1. Watanabe A Hitomi Y Saeki E Wada A Fujimoto M Properties of brace encased in buckling-restraining concrete and steel tube Proceedings of the 9th World Conference on Earthquake Engineering 1988 IV 719 724

2. Research and application of buckling-restrained braced frames;Uang;Steel Structures,2004

3. A seismic upgrading method for steel arch bridges using buckling-restrained braces;Usami;Earthquake Engineering and Structural Dynamics,2005

4. State of the art of buckling-restrained braces in Asia;Xie;Journal of Constructional Steel Research,2005

5. Pseudo-dynamic tests of a full-scale CFT/BRB frame-part I: specimen design, experiment and analysis;Tsai;Earthquake Engineering and Structural Dynamics,2008

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