Finite element study to address the axial capacity of the circular concrete-filled steel tubular stub columns-Reference-Cited by-同舟云学术

Finite element study to address the axial capacity of the circular concrete-filled steel tubular stub columns

Published:2018-05 Issue: Volume:126 Page:2-15
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Al-Ani Yahia Raad

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference68 articles.

1. Structural behavior of concrete filled steel tubes;Gardner;J. Proc.,1967

2. Use of spiral welded steel tubes in pipe columns;Gardner;J. Struct. Div. ACI.,1968

3. M. Tomii, K. Yoshimura, Y. Morishita, Experimental Studies on Concrete-Filled Steel Tubular Stub Columns under Concentric Loading, in: Int. Colloq. Stab. Struct. Under Static Dyn. Loads, Washington, D.C., United States: pp. 718–741, 1977.

4. Mechanical properties and design method of load-carrying capacity of CFST under compression;Zhong,1978

5. Study on the fundamental structural behaviour of concrete filled steel tubular columns;Tang;J. Build. Struct.,1982

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