Cyclic behavior of RCFT columns with large D/t ratio steel tubes: Effect of reinforcement arrangement-Reference-Cited by-同舟云学术

Cyclic behavior of RCFT columns with large D/t ratio steel tubes: Effect of reinforcement arrangement

Published:2023-04-28 Issue:9 Volume:21 Page:4565-4588
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Cai Gaochuang^ORCID,Fujinaga T.^ORCID,Si Larbi A.,Wen Y.,Malla P. B.

Funder

Obayashi Foundation

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s10518-023-01696-w.pdf

Reference54 articles.

1. AIJ (1980) Calculation standard and explanation of concrete filled steel tubular structures, 1980.02. (in Japanese)

2. AIJ (2014) AIJ standard for structural calculation of steel reinforced concrete structures-allowable stress design and horizontal load carrying capacity. 2014.02. (in Japanese)

3. Alatshan F, Osman SA, Hamid R, Mashiri F (2020) Stiffened concrete-filled steel tubes: a systematic review. Thin-Walled Struct 148:106590

4. Architecture Institute of Japan (AIJ) (1990) Ultimate strength and deformation capacity of buildings in seismic design. Tokyo, p 713. (In Japanese)

5. Architecture Institute of Japan (AIJ) (2008) Recommendations for design and construction of concrete filled steel tubular structure, 2008.10. (in Japanese)

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