Numerical Modeling of Concrete-Filled Double-Skin Steel Square Tubular Columns under Blast Loading-Reference-Cited by-同舟云学术

Numerical Modeling of Concrete-Filled Double-Skin Steel Square Tubular Columns under Blast Loading

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:

Zhang Fangrui¹,Wu Chengqing²,Zhao Xiao-Ling³,Li Zhong-Xian⁴,Heidarpour Amin⁵,Wang Hongwei⁶

Affiliation:

1. Ph.D. Student, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Associate Professor, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; and Tianjin Chengjian Univ., Univ. of Adelaide Joint Research Centre on Disaster Prevention and Mitigation, Tianjin, China (corresponding author).

3. Professor, Dept. of Civil Engineering, Monash Univ., Melbourne 3800, Australia.

4. Professor, Tianjin Chengjian Univ., Univ. of Adelaide Joint Research Centre on Disaster Prevention and Mitigation, Tianjin 300384, China.

5. Senior Lecturer, Dept. of Civil Engineering, Monash Univ., Melbourne 3800, Australia.

6. Lecturer, Dept. of Civil Engineering, Guangzhou Univ., Guangzhou 510006, 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.1943-5509.0000749

Reference48 articles.

1. ACI (American Concrete Institute). (2005). “Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05).” ACI Committee 318 430.

2. Allahverdi N. H. (2010). “Coupled simulation of loading and response of columns under extreme events.” Ph.D. thesis Dept. of Civil and Environmental Engineering New Jersey Institute of Technology Newark NJ.

3. Residual strength of blast damaged reinforced concrete columns

4. Béton CE-Id. (1993). CEB-FIP model code 1990: Design code Thomas Telford London.

5. Clark W. (1994). “Axial load capacity of circular steel tube columns filled with high strength concrete.” M. Eng. thesis Dept. of Civil and Building Engineering Victoria Univ. of Technology Melbourne Australia.

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