Performance of Bridge Columns Subjected to Blast Loads. II: Results and Recommendations-Reference-Cited by-同舟云学术

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Performance of Bridge Columns Subjected to Blast Loads. II: Results and Recommendations

Published:2011-11 Issue:6 Volume:16 Page:703-710
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,Daniel Williams G.¹²³⁴

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.1943-5592.0000221

Reference17 articles.

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

2. BEL Version 1.1.0.3 [Computer software]. U.S. Army Corps of Engineers (USACE). Vicksburg MS.

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