Seismic design and testing of the bottom vertical boundary elements in steel plate shear walls. Part 1: design methodology-Reference-Cited by-同舟云学术

Seismic design and testing of the bottom vertical boundary elements in steel plate shear walls. Part 1: design methodology

Published:2014-06-23 Issue:15 Volume:43 Page:2237-2259
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Tsai Keh-Chyuan¹,Li Chao-Hsien²,Lee Hung-Chi¹

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2443/fullpdf

Reference26 articles.

1. Cyclic tests of four-story steel plate shear wall;Driver;Journal of Structural Engineering, ASCE,1998

2. Experimental investigation of light-gauge steel plate shear walls;Berman;Journal of Structural Engineering, ASCE,2005

3. Frame steel plate wall behavior under cyclic lateral loading;Park;Journal of Structural Engineering,2007

4. Testing of full scale two-story steel plate shear wall with reduced beam sections connections and composite floors;Qu;Journal of Structural Engineering, ASCE,2008

5. Cyclic tests of four two-story narrow steel plate shear walls-Part 1: analytical studies and specimen design;Tsai;Journal of Earthquake Engineering and Structural Dynamics,2010

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