Estimation of plastic deformation capacity for I‐shaped beams with local buckling under compressive and tensile forces-Reference-Cited by-同舟云学术

Estimation of plastic deformation capacity for I‐shaped beams with local buckling under compressive and tensile forces

Published:2018-10-19 Issue:1 Volume:2 Page:26-41
ISSN:2475-8876
Container-title:Japan Architectural Review
language:en
Short-container-title:Jpn Archit Rev

Author:

Kimura Yoshihiro¹,Suzuki Atsushi²^ORCID,Kasai Kazuhiko³

Affiliation:

1. New Creation Hatchery Center Tohoku University Sendai City Miyagi Prefecture Japan

2. Graduate School of Engineering Tohoku University Sendai City Miyagi Prefecture Japan

3. Laboratory for Future Interdisciplinary Research of Science and Technology Tokyo Institute of Technology Yokohama City Kanagawa Prefecture Japan

Funder

Tokyo Institute of Technology

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.12066

Reference22 articles.

1. TakahashiS KishikiS WadaA.Experimental studies and investigations regarding usage of buckling restrained brace in present structures.Proceeding of the architectural research meetings in Kanto chapter pp. 233‐236 2008 (in Japanese)

2. TakeuchiT IdaM YamadaS SuzukiK.Estimation of cumulative deformation capacity of buckling restrained braces.Journal of Structural Engineering pp. 822‐831 2008

3. KatoB AkiyamaH ObiY.Deformation characteristics of H‐shaped steel members influenced by local buckling.Journal of Structural and Construction Engineering (Transactions of AIJ) Architectural Institute of Japan No. 257 pp. 49‐58 1977. (in Japanese)

4. SuzukiT TamamatsuK.Experimental study on energy absorption capacity of columns of low steel structures part 1 energy absorption capacity of H‐shaped steel columns subjected to monotonic loading and cyclic loading with constant deflection amplitudes.Journal of Structural and Construction Engineering (Transactions of AIJ) Architectural Institute of Japan No. 279 pp. 65‐78 1979. (in Japanese)

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