Experimental and numerical investigations of concrete-filled stainless steel tube stub columns under axial partial compression

This paper presents a thorough experimental and numerical investigation into the structural performance and load-carrying capacities of circular concrete-filled stainless steel tube (CFSST) stub columns under axial partial compression. The experimental programme was carried out on 3 fully loaded (re...

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Bibliographic Details
Main Authors: He, An, Zhao, Ou
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2021
Subjects:
Online Access:https://hdl.handle.net/10356/151646
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Institution: Nanyang Technological University
Language: English