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

Abstract The objective of this study was to clarify the cyclic behavior of square concrete‐filled steel tube (CFT) beam‐columns subjected to lateral loads with constant cyclic displacement under constant axial load. The test parameters included the effective length‐section depth ratio, axial compres...

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Váldodahkkit:	Masae Kido, Keigo Tsuda, Toshiyuki Fukumoto, Yasuo Ichinohe, Koji Morita
Materiálatiipa:	Artigo
Giella:	Inglês
Almmustuhtton:	Wiley 2021-01-01
Ráidu:	Japan Architectural Review
Fáttát:	fatigue long‐period earthquake ground motions steel‐concrete composite structures steel structures
Liŋkkat:	https://doi.org/10.1002/2475-8876.12182
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