Experimental and Analytical Study of High-Level Barge Deformation for Barge–Bridge Collision Design-Reference-Cited by-同舟云学术

Experimental and Analytical Study of High-Level Barge Deformation for Barge–Bridge Collision Design

Published:2016-02 Issue:2 Volume:21 Page:04015039
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kantrales George C.¹,Consolazio Gary R.²,Wagner David³,Fallaha Sam⁴

Affiliation:

1. Doctoral Research Assistant, Univ. of Florida, Engineering School of Sustainable Infrastructure & Environment, Dept. of Civil & Coastal Engineering, P.O. 116580, Gainesville, FL 32611.

2. Associate Professor, Univ. of Florida, Engineering School of Sustainable Infrastructure & Environment, Dept. of Civil & Coastal Engineering, P.O. 116580, Gainesville, FL 32611 (corresponding author).

3. Engineering Specialist, Florida Dept. of Transportation, Marcus H. Ansley Structures Research Center, 2007 E. Paul Dirac Dr., Tallahassee, FL 32310.

4. Structures Research Center Director/Assistant State Structures Design Engineer, Florida Dept. of Transportation, Marcus H. Ansley Structures Research Center, 2007 E. Paul Dirac Dr., Tallahassee, FL 32310.

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.1943-5592.0000801

Reference20 articles.

1. Analysis of a rapid load test on an instrumented bored pile in clay

2. Consolazio G. R. Bui L. H. and Walters R. A. (2012). “Pendulum impact testing of an impact-breakaway wind-resistant base connection for multi-post ground signs.” Structures Research Rep. No. 2012/92174 University of Florida Gainesville FL.

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