Experimental Study on the Performance of RC Continuous Members in Bending after Exposure to Fire-Reference-Cited by-同舟云学术

Experimental Study on the Performance of RC Continuous Members in Bending after Exposure to Fire

Published:2011 Issue: Volume:14 Page:821-829
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Jiangtao YU,Zhaoudao LU,Kai Xiang

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference12 articles.

1. WANG Chun-hua, CHENG Chao. Research on simply supported reinforced concrete beams after cooling from high temperature [J]. Journal of Southwest Jiaotong University, 1992, (2). pp. 65-74.(In Chinese).

2. KAO Chin-seng, CHEN Shun-tyan. Strength and stiffness degradation of fire damaged R.C. beams [J]. Journal of the China Institute of Civil and Hydraulic Engineering, 1996, 8(3). pp. 371-386.(In Chinese).

3. ZHANG Yan, XU Zhi-sheng. Research of flexural behavior of fire-damaged reinforced concrete beams strengthened with CFRP [J]. J. Xi an Univ. of Arch. & Tech. (Natural Science Edition), 2008, 40(1). pp. 40-45.(In Chinese).

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