Equivalent Barge and Flotilla Impact Forces on Bridge Piers-Reference-Cited by-同舟云学术

Equivalent Barge and Flotilla Impact Forces on Bridge Piers

Published:2010-09 Issue:5 Volume:15 Page:523-532
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yuan Peng¹²,Harik Issam E.¹²

Affiliation:

1. Mechanical Specialist, ANSYS, Inc., Southpointe, 275 Technology Drive, Canonsburg, PA 15317.

2. Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506-0281 (corresponding author).

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.1943-5592.0000080

Reference13 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1991). Guide specification and commentary for vessel collision design of highway bridges Washington D.C.

2. ANSYS users manual; version 8.1 . (2004). ANSYS Inc. Canonsburg Pa.

3. Consolazio G. R. Cook R. A. and Lehr G. B. (2002).“Barge impacting test of the St. George Island Causeway Bridge phase I: Feasibility study.” Rep. No . BC354 RPWO#23 Univ. of Florida Gainesville Fla.

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

5. Coosa-Alabama River Improvement Association (CARIA). (2005). “Waterway facts.” ⟨http://www.caria.org/⟩ (Feb. 2005).

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