Numerically Efficient Dynamic Analysis of Barge Collisions with Bridge Piers-Reference-Cited by-同舟云学术

Numerically Efficient Dynamic Analysis of Barge Collisions with Bridge Piers

Published:2005-08 Issue:8 Volume:131 Page:1256-1266
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Consolazio Gary R.¹²,Cowan David R.¹²

Affiliation:

1. Associate Professor, Univ. of Florida, Dept. of Civil and Coastal Engineering, P.O. 116580, Gainesville, FL 32611.

2. Research Assistant, Univ. of Florida, Dept. of Civil and Coastal Engineering, P.O. 116580, Gainesville, FL 32611.

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%290733-9445%282005%29131%3A8%281256%29

Reference13 articles.

1. AASHTO. (1991). Guide specification and commentary for vessel collision design of highway bridges Washington D.C.

2. Arroyo J. R. and Ebeling R. B. (2004). “A numerical method for computing barge impact forces based on ultimate strength of the lashings between barges.” United States Army Corps of Engineers Rep. ERDC/ITL TR-04-2 August.

3. Brown D. A. O’Neill W. M. Hoit M. McVay M. El Naggar M. H. and Chakraborty S. (2001). “Static and dynamic lateral loading of pile groups.” Rep. 461 National Cooperative Highway Research Program Transportation Research Board Washington D.C.

4. Consolazio G. R. Cook R. A. Biggs A. E. Cowan D. R. and Bollmann H. T. (2003). “Barge impact testing of the St. George Island Causeway Bridge Phase II: Design of instrumentation systems.” Structures Research Rep. No. 883 Engineering and Industrial Experiment Station Univ. of Florida Gainesville Fla. April.

5. Nonlinear analysis of barge crush behavior and its relationship to impact resistant bridge design

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