I-5 Skagit River Bridge Collapse Review

Author:

Stark Timothy D.1,Benekohal Rahim2,Fahnestock Larry A.3,LaFave James M.4,He Jiajun5,Wittenkeller Cody6

Affiliation:

1. Professor of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author).

2. Professor of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

3. Associate Professor of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

4. Professor and Associate Head of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

5. Graduate Research Assistant of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

6. Undergraduate Research Assistant of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. AASHTO. (2015). “LRFD bridge design specifications customary U.S. units.” Washington DC.

2. Agrawal A. K. Xu X. and Chen Z. (2011). “Bridge-vehicle impact assessment.” Rep. No.C-07-10 Univ. Transportation Research Center New York State Dept. of Transportation Albany NY.

3. AISC. (2003). “Design guide 15: AISC rehabilitation and retrofit guide: A reference for historic shapes and specifications.” Chicago.

4. AISC. (2010). “Specification for structural steel buildings.” Chicago.

5. ASTM. (2013). “Standard specification for high-strength low-alloy structural steel.” ASTM A242 West Conshohocken PA.

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