High-mode buckling responses of buckling-restrained brace core plates-Reference-Cited by-同舟云学术

High-mode buckling responses of buckling-restrained brace core plates

Published:2013-08-08 Issue:3 Volume:43 Page:375-393
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Wu An-Chien¹,Lin Pao-Chun¹,Tsai Keh-Chyuan²

Affiliation:

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

2. Department of Civil Engineering; National Taiwan University; 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.2349/fullpdf

Reference17 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. Pseudo-dynamic tests of a full-scale CFT/BRB frame-Part I: specimen design, experiment and analysis;Tsai;Earthquake Engineering and Structural Dynamics,2008

4. Pseudo-dynamic tests of a full-scale CFT/BRB frame-Part II: seismic performance of buckling-restrained braces and connections;Tsai;Earthquake Engineering and Structural Dynamics,2008

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

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