Failure Analysis and Damage Assessment of RC Columns under Close-In Explosions-Reference-Cited by-同舟云学术

Failure Analysis and Damage Assessment of RC Columns under Close-In Explosions

Published:2015-10 Issue:5 Volume:29 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Cui Jian¹,Shi Yanchao²,Li Zhong-Xian³,Chen Li⁴

Affiliation:

1. Master Student, School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

2. Associate Professor, Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin Univ., Tianjin 300072, China; and School of Civil Engineering, Tianjin Univ., Tianjin 300072, China (corresponding author).

3. Professor, Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin Univ., Tianjin 300072, China; and School of Civil Engineering, Tianjin Univ., Tianjin 300072, China.

4. Associate Professor, State Key Laboratory of Disaster Prevention and Mitigation of Explosion and Impact, PLA Univ. of Science and Technology, Nanjing 210007, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000766

Reference29 articles.

1. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Farmington Hills MI.

2. Aquelet N. and Souli M. (2008). “2D to 3D ALE mapping.” Proc. 10th Int. LS-DYNA Users Conf Livermore Software Technology Corporation (LSTC) Livermore CA.

3. ASCE. (2011). “Blast protection of buildings.” ASCE 59-11 Reston VA.

4. AUTODYN [Computer software]. Canonsburg PA Century Dynamics.

5. Compressive behaviour of concrete at high strain rates

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