Boundary frame contribution in coupled and uncoupled steel plate shear walls-Reference-Cited by-同舟云学术

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Boundary frame contribution in coupled and uncoupled steel plate shear walls

Published:2017-05-04 Issue:14 Volume:46 Page:2355-2380
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Wang Meng¹^ORCID,Borello Daniel J.²,Fahnestock Larry A.³

Affiliation:

1. School of Civil Engineering; Beijing Jiaotong University; Beijing 100044 China

2. Civil and Construction Engineering; Oregon State University; Corvallis OR 97331 U.S.A.

3. Department of Civil and Environmental Engineering; University of Illinois at Urbana-Champaign; Urbana IL 61801 U.S.A.

Funder

the United States National Science Foundation

Chinese National Natural Science Foundation

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2908/fullpdf

Reference25 articles.

1. Experimental study of thin steel-plate shear walls under cyclic load;Caccese;Journal of Structural Engineering, ASCE,1993

2. Webster D J The inelastic seismic response of steel plate shear wall web plates and their interaction with the vertical boundary members 2013

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