Flexural behavior and design of rectangular ultra-high performance concrete-filled high-strength steel tube members

Author:

Lai Zhichao,Zhou Weisheng,Wang Ying,Huang Peijia,Zhang Chao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Effective stress-strain relationships for analysis of noncompact and slender filled composite (CFT) members;Lai;Eng Struct,2016

2. Gourley BC, Cenk T, Denavit MD, Schiller PH, Hajjar JF. A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames. Rep. No. NSEL-008, Dept. of Civil and Environmental; 2008.

3. Hajjar JF, Gourley BC, Tort C, Denavit MD, Schiller PH. Steel-concrete composite structural systems. Northeastern University; 2013.

4. Noncompact and slender circular concrete-filled steel tube (CFT) members: Experimental database, analysis, and design;Lai;J Constr Steel Res,2015

5. High-strength rectangular CFT members: Database, modeling, and design of short columns;Lai;J Struct Eng,2018

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