Experimental research on axial mechanical properties of circular CFSST columns after exposure to temperature and sliding

Author:

Zhu Yao,Cai Shihan,Xu Yuanyuan,Xiong Chuanxiang,Zhang Canlin,Chen Yu,Chen WeiORCID,Lin Xiangzhang

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference39 articles.

1. Life-cycle costing of metallic structures;Gardner;Proceedings of the Institution of Civil Engineers - Engineering Sustainability,2007

2. Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research;Han;J Constr Steel Res,2019

3. Influence of staggered floor and unequal height of left and right beam on seismic behavior of CFSST column-to-HSS beam composite frames;Liu;Journal of Building Engineering,2023

4. Study on axial compression bearing capacity of novel concrete-filled square steel tube columns;Chen;Journal of Building Engineering,2022

5. Bond behavior of concrete-filled steel tubes at elevated temperatures;Song;J Struct Eng,2017

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