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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Published in | Engineering structures Vol. 308; p. 117909 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.06.2024
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Subjects | |
Online Access | Get full text |
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