Effect of surrounding frame members on the buckling behavior of steel shear walls restrained by stiffeners-Reference-Cited by-同舟云学术

Effect of surrounding frame members on the buckling behavior of steel shear walls restrained by stiffeners

Published:2020-06-07 Issue:4 Volume:3 Page:481-495
ISSN:2475-8876
Container-title:JAPAN ARCHITECTURAL REVIEW
language:en
Short-container-title:Jpn Archit Rev

Author:

Ikarashi Kikuo¹^ORCID,Shimomura Hayato¹,Yasunaga Jumpei²,Ueki Takuya³,Ono Junichiro⁴,Ohyama Tatsuya⁴

Affiliation:

1. Department of Architecture and Building Engineering School of Environment and Society Toyo Institute of Technology Tokyo Japan

2. Civil Engineering Research Department Steel Research Laboratory JFE Steel Corporation Tokyo Japan

3. Construction Materials Engineering Department Building Engineering Sector JFE Steel Corporation Tokyo Japan

4. NIKKEN SEKKEI LTD Engineering DepartmentStructural Design Division Tokyo Japan

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.12162

Reference16 articles.

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2. DEVELOPMENT OF THE HIGH DUCTILE SHEAR PANEL

3. Study on shear wall with low yield strength steel for hysteretic damper;Kamura H;JSSC Steel Construct Eng,1998

4. OzakiH TsunekiY SuzukiT.Buckling and post buckling behavior of thin shear walls of low yield steel.Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan Structure Ⅲ pp.847–848;2004. (in Japanese)

5. KounoT KatoB SugiuraS KanekoH UsamiT HirotaM.Structural performance of steel plate wall using high strength steel HT780.Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan Structure Ⅲ pp.869–870;2005. (in Japanese)

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