Theoretical models of key parameters for performance‐based seismic design of new partially connected steel plate shear wall with vertical square tube stiffeners-Reference-Cited by-同舟云学术

Theoretical models of key parameters for performance‐based seismic design of new partially connected steel plate shear wall with vertical square tube stiffeners

Published:2022-02-17 Issue:5 Volume:51 Page:1267-1291
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

An Yonghui¹^ORCID,Liu Kang¹,Cui Ranting²,Zhou Guojie¹^ORCID,Ou Jinping¹

Affiliation:

1. Department of Civil Engineering State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian China

2. Experimental Mechanics & NDE Laboratory Department of Structural Engineering University of California, San Diego La Jolla California USA

Funder

National Natural Science Foundation of China

Liaoning Revitalization Talents Program

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3614

Reference45 articles.

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

2. Large-Scale Cyclic Testing of Steel-Plate Shear Walls with Coupling

3. Seismic Behavior of Self-Centering Modular Panel with Slit Steel Plate Shear Walls: Experimental Testing

4. Stiffness Demand on Stiffeners of Vertically Stiffened Steel Plate Shear Wall

5. Economical Steel Plate Shear Walls for Low-Seismic Regions

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