Compressive behavior of steel-reinforced concrete-filled square steel tubular stub columns after exposure to elevated temperature-Reference-Cited by-同舟云学术

Compressive behavior of steel-reinforced concrete-filled square steel tubular stub columns after exposure to elevated temperature

Published:2020-02 Issue: Volume:204 Page:110048
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yang Xia,Tang Chao,Chen Yu,Qiao Tian-Yang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference41 articles.

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3. Seismic damage investigation of spatial frames with steel beams connected to L-shaped concrete-filled steel tubular (CFST) columns;Zhang;Appl Sci,2018

4. Residual axial bearing capacity of concrete-filled circular steel tubular columns (CFCSTCs) after transverse impact;Du;Appl Sci,2018

5. Experimental study on seismic behavior of frame structures composed of concrete encased columns with L-shaped steel section and steel beams;Zeng;Earthq Struct,2019

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