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Behavior of square concrete‐filled steel tubular beam‐columns subjected to lateral loads with constant cyclic displacement

  • Published:2020-09-21 Issue:1 Volume:4 Page:41-55
  • ISSN:2475-8876
  • Container-title:JAPAN ARCHITECTURAL REVIEW
  • language:en
  • Short-container-title:Jpn Archit Rev

Author:

Kido Masae1ORCID,Tsuda Keigo2,Fukumoto Toshiyuki3ORCID,Ichinohe Yasuo4,Morita Koji5

Affiliation:

1. Faculty of Environmental Eng. The University of Kitakyushu Kitakyushu‐shi Fukuoka Japan

2. The University of Kitakyushu Kitakyushu‐shi Fukuoka Japan

3. Kajima Technical Research Institute Chofu‐shi Tokyo Japan

4. Japanese Society of Steel Construction Chuo‐ku Tokyo Japan

5. Chiba University Chiba‐shi Chiba Japan

Funder

Japan Society for the Promotion of Science

Publisher

Wiley

Subject

General Medicine

Reference22 articles.

1. Seismic behavior and design of high‐strength square concrete‐filled steel tube beam columns;Varma AH;ASCE Journal of Engineering,2004

2. A Cyclic Nonlinear Model for Concrete-Filled Tubes. I: Formulation

3. A distributed plasticity model for cyclic analysis of concrete‐filled steel tube beam‐columns and composite frames;Hajjr JF;Engineering Structures,1998

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