Experimental Comparison of the Performance and Residual Capacity of CFFT and RC Bridge Columns Subjected to Blasts-Reference-Cited by-同舟云学术

Experimental Comparison of the Performance and Residual Capacity of CFFT and RC Bridge Columns Subjected to Blasts

Published:2016-01 Issue:1 Volume:21 Page:04015026
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Echevarria Alicia¹,Zaghi Arash E.²,Chiarito Vincent³,Christenson Richard⁴,Woodson Stanley³

Affiliation:

1. Structural Engineer, HNTB Corporation, 2 Gateway Center, Suite 1203, Newark, NJ 07102; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, Storrs, CT 06269 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, Storrs, CT 06269.

3. Research Structural Engineer, Engineer Research and Development Center, U.S. Army Corps of Engineers, Vicksburg, MS 39180.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Connecticut Storrs, Storrs, CT 06269.

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.1943-5592.0000762

Reference64 articles.

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