Comparative study of square stirrup-confined concrete-filled steel tubular stub columns under axial loading-Reference-Cited by-同舟云学术

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Comparative study of square stirrup-confined concrete-filled steel tubular stub columns under axial loading

Published:2016-01 Issue: Volume:98 Page:443-453
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Ding Fa-xing,Lu De-ren,Bai Yu,Zhou Qi-shi,Ni Ming,Yu Zhi-wu,Jiang Guo-shuai

Funder

National Key Technology R&D Program

Program for the National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Experimental behavior of circular concrete-filled steel tube stub columns;Yu;J. Constr. Steel Res.,2007

2. Unified calculation method and its application in determining the uniaxial mechanical properties of concrete;Ding;Front. Archit. Civ. Eng. China,2011

3. Mechanical performance of eccentrically loaded pre-stressing concrete filled circular steel tube columns by means of expansive cement;Chang;Eng. Struct.,2009

4. Push-out test of pre-stressing concrete filled circular steel tube columns by means of expansive cement;Chang;Constr. Build. Mater.,2009

5. Behaviors of axially loaded circular concrete-filled steel tube (CFT) stub columns with notch in steel tubes;Chang;Thin-Walled Struct.,2013

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