Influence of Cracking on Heat Propagation in Reinforced Concrete Structures-Reference-Cited by-同舟云学术

Influence of Cracking on Heat Propagation in Reinforced Concrete Structures

Published:2016-07 Issue:7 Volume:142 Page:04016035
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ba Guangzhong¹,Miao Jijun²,Zhang Weiping³,Liu Caiwei⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Professor, School of Civil Engineering, Qingdao Technological Univ., 11 Fushun Rd., Qingdao 266033, China (corresponding author).

3. Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

4. School of Civil Engineering, Qingdao Technological Univ., 11 Fushun Rd., Qingdao 266033, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001483

Reference21 articles.

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2. CEN (European Committee For Standardization). (2002). “Actions on structures. 1-2: General actions-actions on structures exposed to fire.” Eurocode 1 London.

3. CEN (European Committee For Standardization). (2004). “Design of concrete structures. 1-2: General rules-structural fire design.” Eurocode 2 Brussels Belgium.

4. CEN (European Committee For Standardization). (2005). “Design of steel structures. 1-2: General rules-Structural fire design.” Eurocode 3 Brussels Belgium.

5. China Academy of Building Research. (2010). “Code for design of concrete structures.” GB50010-2010 Beijing (in Chinese).

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