Full-Scale Experimental Study of Impact Demands Resulting from High Mass, Low Velocity Debris-Reference-Cited by-同舟云学术

Full-Scale Experimental Study of Impact Demands Resulting from High Mass, Low Velocity Debris

Published:2014-05 Issue:5 Volume:140 Page:04014006
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Piran Aghl P.¹,Naito C. J.²,Riggs H. R.³

Affiliation:

1. Ph.D. Candidate, Lehigh Univ., Dept. of Civil and Environmental Engineering, 117 ATLSS Dr., Bethlehem, PA 18015 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Hawaii, Honolulu, HI 96821.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000948

Reference20 articles.

1. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

2. ASTM. (2010). “Specification for cold-formed welded and seamless carbon steel structural tubing in rounds and shapes.” Standard A500/A500M West Conshohocken PA.

3. Consolazio G. R. Cook R. A. McVay M. C. Cowan D. Biggs A. and Bui L. (2006). “Barge impact testing of the St. George Island causeway bridge.” UF 00026868/FDOT BC-354 RPWO 76 Univ. of Florida Gainesville FL.

4. Numerically Efficient Dynamic Analysis of Barge Collisions with Bridge Piers

5. Consolazio G. R. Getter D. J. and Davidson M. T. (2009). “A static analysis method for barge-impact design of bridges with consideration of dynamic amplification.” UF Project No. 00068901/FDOT BD-545-85 Univ. of Florida Gainsville FL.

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