Performance of Bridge Columns Subjected to Blast Loads. I: Experimental Program-Reference-Cited by-同舟云学术

Performance of Bridge Columns Subjected to Blast Loads. I: Experimental Program

Published:2011-11 Issue:6 Volume:16 Page:693-702
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Williamson Eric B.¹²³⁴,Bayrak Oguzhan¹²³⁴,Davis Carrie¹²³⁴,Williams G. Daniel¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Civil, Arch. & Env. Eng., Univ. of Texas at Austin, Austin, TX 78712 (corresponding author).

2. Professor, Dept. of Civil, Arch. & Env. Eng., Univ. of Texas at Austin, Austin, TX 78712.

3. Associate Engineer, Protection Engineering Consultants, Dripping Springs, TX 78620.

4. Postdoctoral Research Assistant, Dept. of Civil, Arch. & Env. Eng., Univ. of Texas at Austin, Austin, TX 78712.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000220

Reference25 articles.

1. AASHTO. (2007). LRFD bridge design specifications 4th Ed. Washington DC.

2. ASCE Task Committee on Blast Resistant Design. (1997). Design of blast resistant buildings in petrochemical facilities Reston VA.

3. Seismic performance of full-scale reinforced concrete columns;Bae S.;ACI Struct. J.,2008

4. Emergency preparedness for transit terrorism;Boyd A.;TR News,2000

5. Carafano J. J. (2007). “U.S. thwarts 19 terrorist attacks against America since 9/11.” The Heritage Foundation Nov. 13. 〈http://www.heritage.org/Research/Reports/2007/11/US-Thwarts-19-Terrorist-Attacks-Against-America-Since-9-11〉 (Nov. 14 2010).

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