Critical limit states in seismic buckling-restrained brace and connection designs-Reference-Cited by-同舟云学术

Critical limit states in seismic buckling-restrained brace and connection designs

Published:2015-01-06 Issue:10 Volume:44 Page:1559-1579
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Chuang Ming-Chieh¹²,Tsai Keh-Chyuan¹,Lin Pao-Chun²,Wu An-Chien²

Affiliation:

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

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

Publisher

Wiley

Subject

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

Reference20 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 719 724

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

3. Tsai KC Lai JW Hwang YC Lin SL Weng CH Research and application of double-core buckling restrained braces in Taiwan Proceedings of the 13th World Conference on Earthquake Engineering 2004

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. An experimental study on steel-encased buckling-restrained brace hysteretic dampers;Eryaşar;Earthquake Engineering and Structural Dynamics,2010

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