Experimental and numerical studies on deformation performance of square concrete-filled steel tubular columns under repeated lateral impacts

Repeated non-destructive impacts may cause accumulated damages which would consequently lead to the total failure of structures. In this case, the deformation performance of structures, especially pseudo-shakedown phenomenon deserves attention. Nine square concrete-filled steel tubular (CFST) specim...

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Bibliographic Details
Published inEngineering structures Vol. 308; p. 117909
Main Authors Gao, Shan, Yang, Jie, Kang, Shao-bo, Li, Fangyi, Shi, Xiaona
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.06.2024
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