Behavior of square concrete-filled stainless steel tube columns after high-temperature sliding

Author:

Zhu Yao,Nie Renjie,Cao Jiawei,Zhang Xiaoyong,Chen Yu,Chen Wei,Lin Xiaoqun

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Life-cycle costing of metallic structures[C];Gardner,2007

2. Performance of concrete filled stainless steel tubular (CFSST) columns and joints: summary of recent research[J];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[J];Liu;J. Build. Eng.,2023

4. Study on axial compression bearing capacity of novel concrete-filled square steel tube columns[J];Chen;J. Build. Eng.,2022

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

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