Numerical Study on the Shear Resistance Behavior of Steel Plate Shear Walls with Full Height Opening and Different Configurations of Stiffeners-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Numerical Study on the Shear Resistance Behavior of Steel Plate Shear Walls with Full Height Opening and Different Configurations of Stiffeners

Published:2024-07-11 Issue: Volume: Page:
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Davoudi-Kia Abdullah,Hasanzadeh Ali,Rezapour Mazandarani Reza

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40996-024-01531-5.pdf

Reference43 articles.

1. Abaqus/CAE User’s Guide – Abaqus Version 6.14 (2014)

2. Arabzadeh A, Korrani HRKN (2017) Numerical and experimental investigation of composite steel shear wall with opening. Intern J Steel Struct 17:1379–1389

3. Azandariani MG, Gholhaki M, Kafi MA (2020) Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading. Eng Struct 203:109866

4. Bahrebar M, Kabir MZ, Zirakian T, Hajsadeghi M, Lim JBP (2016) Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls. J Constr Steel Res 122:584–594

5. BS EN 10056-1:2017 Structural steel equal and unequal leg angles Dimensions

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP