Study on preloading reduction of ultimate load of circular concrete-filled steel tubular columns-Reference-Cited by-同舟云学术

Study on preloading reduction of ultimate load of circular concrete-filled steel tubular columns

Published:2016-01 Issue: Volume:98 Page:454-464
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Huang Fuyun,Yu Xinmeng,Chen Baochun,Li Jianzhong

Funder

NSFC

Natural Science Foundation of Fujian Province

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Effect of preload on the axial capacity of concrete-filled composite columns;Liew;J. Constr. Steel Res.,2009

2. Examples of Concrete Filled Steel Tubular Arch Bridges (II);Chen,2008

3. Experimental research of pre-stress effect on bearing capacity of concrete filled steel tubular axial compressive members;Huang;J. Harbin Univ. C.E. Archit.,1996

4. Experimental study about the effect of initial stress on bearing capacity of concrete filled steel tubular members under eccentric compression;Zhang;J. Harbin Univ. C.E. Archit.,1997

5. Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes;Han;J. Constr. Steel Res.,2003

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