Cyclic tests of steel plate shear walls using box-shape vertical boundary elements with or without infill concrete-Reference-Cited by-同舟云学术

Cyclic tests of steel plate shear walls using box-shape vertical boundary elements with or without infill concrete

Author:

Li Chao-Hsien¹^ORCID,Tsai Keh-Chyuan²^ORCID,Huang Hsuan-Yu³,Tsai Ching-Yi⁴^ORCID

Affiliation:

1. National Center for Research on Earthquake Engineering; Taipei 10668 Taiwan

2. Department of Civil Engineering; National Taiwan University; No. 1, Sec. 4, Roosevelt Road Taipei 10617 Taiwan

3. Former Graduate Student, Department of Civil Engineering; National Taiwan University; Taipei 10617 Taiwan

4. Department of Civil Engineering; National Taiwan University; Taipei 10617 Taiwan

Publisher

Wiley

Subject

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

Link

Reference19 articles.

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

5. Capacity design of vertical boundary elements in steel plate shear walls;Berman;Engineering Journal (AISC),2008

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