Flexural behavior of concrete-filled rectangular steel tubular (CFRST) trusses

Author:

Ma Yinping,Liu Yongjian,Wang Kun,Ma Tianyu,Yang Jian,Liu Junping,Gao Yimin,Li Hui

Publisher

Elsevier BV

Subject

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

Reference43 articles.

1. Behaviors of partially concrete-filled welded integral T-joints in steel truss bridges;Cheng;Eng Struct,2018

2. Tests on curved concrete filled steel tubular members subjected to axial compression;Han;J Constr Steel Res,2011

3. Effects of debonding on circular CFST stub columns;Xue;J Constr Steel Res,2012

4. Concrete-filled rectangular hollow section X joint with Perfobond Leister rib structural performance study: Ultimate and fatigue experimental Investigation;Liu;Steel and Composite Structures,2017

5. Axial stiffness of concrete filled rectangular steel tubular (CFRST) truss joints;Ma;J Constr Steel Res,2021

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