Experimental and numerical studies of concrete-encased concrete-filled steel tube stub columns under uniaxial and biaxial eccentric compression

Experimental and numerical studies were conducted to investigate the structural performance and resistances of concrete-encased concrete-filled steel tube (CECFST) stub columns under uniaxial and biaxial eccentric compression. A test programme, consisting of 1 axially-loaded stub column, 3 uniaxial-...

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Bibliographic Details
Main Authors: Ma, You-Xin, Zhao, Ou, Tan, Kang Hai
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/159832
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Institution: Nanyang Technological University
Language: English