Experimental study on the effect of square opening size and location on cyclic response of steel plate shear walls-Reference-Cited by-同舟云学术

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Experimental study on the effect of square opening size and location on cyclic response of steel plate shear walls

Published:2021-10 Issue: Volume:33 Page:4655-4669
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Kordzangeneh Ghavam,Rezaeian Abbas,Showkati Hossein,Yekrangnia Mohammad,Hosseini Dehdashti Seyed Abdollah

Funder

Shahid Chamran University of Ahvaz

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

1. Experimental and analytical studies of steel plate shear walls as applied to the design of tall buildings;Timler;Struct. Des. Tall Build.,1998

2. Experimental investigation on cyclic behavior of perforated steel plate shear walls;Valizadeh;J Constr Steel Res,2012

3. Models for strength and stiffness of steel plate shear walls with openings;Khan;Structures,2020

4. The post-buckled failure of steel plate shear webs with centrally located circular cut-outs;Loughlan;Structures,2016

5. Behavior of semi-supported steel shear walls: experimental and numerical simulations;Shekastehband;Eng Struct,2017

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Study on the Shear Resistance Behavior of Steel Plate Shear Walls with Full Height Opening and Different Configurations of Stiffeners;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-07-11

2. Numerical comparison of truss-shaped lateral load-resisting systems with conventional steel shear walls;Structures;2024-04

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