Seismic design and hybrid tests of a full-scale three-story buckling-restrained braced frame using welded end connections and thin profile-Reference-Cited by-同舟云学术

Seismic design and hybrid tests of a full-scale three-story buckling-restrained braced frame using welded end connections and thin profile

Published:2011-09-26 Issue:5 Volume:41 Page:1001-1020
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Lin Pao-Chun¹,Tsai Keh-Chyuan¹,Wang Kung-Juin²,Yu Yi-Jer²,Wei Chih-Yu²,Wu An-Chien²,Tsai Ching-Yi¹,Lin Chih-Han²,Chen Jia-Chian²,Schellenberg Andreas H.³,Mahin Stephen A.³,Roeder Charles W.⁴

Affiliation:

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

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

3. Department of Civil and Environmental Engineering; University of California; Berkeley; CA; USA

4. Department of Civil and Environmental Engineering; University of Washington; Seattle; WA; USA

Publisher

Wiley

Subject

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

Reference20 articles.

1. American Society of Civil Engineers (ASCE) Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-05 2005 Reston, VA

2. Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces;Chou;Engineering Structures,2010

3. Gupta A Krawinkler H Seismic demands for performance evaluation of steel moment resisting frame structures (SAC task 5.4.3). John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, U.S.A Report No. 132 1999

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