Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire-Reference-Cited by-同舟云学术

Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire

Published:2007-08 Issue:8 Volume:63 Page:1116-1126
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Tao Zhong,Han Lin-Hai,Wang Ling-Ling

Publisher

Elsevier BV

Subject

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

Reference22 articles.

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2. Numerical parametric studies on the fire endurance of fibre-reinforced-polymer-confined concrete columns;Bisby;Canadian Journal of Civil Engineering,2005

3. Concrete filled steel tubular columns—theory and practice;Han,2004

4. Concrete-filled hollow structural steel columns after exposure to ISO-834 fire standard;Han;Journal of Structural Engineering, ASCE,2003

5. Tests on cyclic behavior of concrete-filled hollow structural steel columns after exposure to the ISO-834 standard fire;Han;Journal of Structural Engineering, ASCE,2004

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