Effect of continuous spirals on uni-axial strength and ductility of CFST columns-Reference-Cited by-同舟云学术

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Effect of continuous spirals on uni-axial strength and ductility of CFST columns

Published:2015-01 Issue: Volume:104 Page:235-249
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Lai M.H.,Ho J.C.M.

Funder

Research Grants Council of the Hong Kong Special Administrative Region, China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Theoretical stress–strain model for confined concrete;Mander;J Struct Eng,1988

2. Effectiveness of adding confinement for ductility improvement of high-strength concrete columns;Ho;Eng Struct,2010

3. Post-peak behavior and flexural ductility of doubly reinforced normal-and high-strength concrete beams;Pam;Struct Eng Mech,2001

4. Flexural behaviour of concrete-filled steel tubes;Han;J Constr Steel Res,2004

5. Slenderness limits for filled circular steel tubes;Bradford;J Constr Steel Res,2002

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