Glancing-Blow Impact Forces by a Barge Train on a Lock Approach Wall-Reference-Cited by-同舟云学术

Glancing-Blow Impact Forces by a Barge Train on a Lock Approach Wall

Published:2006-06 Issue:2 Volume:12 Page:135-143
ISSN:1076-0342
Container-title:Journal of Infrastructure Systems
language:en
Short-container-title:J. Infrastruct. Syst.

Author:

Arroyo-Caraballo José R.¹²,Ebeling Robert M.¹²

Affiliation:

1. Assistant Professor, General Engineering Dept., Univ. of Puerto Rico, Mayagüez Campus, P.O. Box 9044, Mayagüez, P.R. 00681. E-mail: jrarroyo@uprm.edu

2. Research Civil Engineer, Information Technology Laboratory, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180 (corresponding author). E-mail: ebelinr@wes.army.mil

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0342%282006%2912%3A2%28135%29

Reference6 articles.

1. Arroyo J. R. Ebeling R. M. and Barker B. C. (2003) “Analysis of full-scale low velocity controlled barge impact experiments December 1998.” Technical Rep. No. ERDC/ITL TR-03-3 U.S. Army Engineer Research and Development Center Vicksburg Miss. ⟨ http://libweb.wes.army.mil/uhtbin/hyperion/ITL-TR-03-3.pdf ⟩

2. Coefficient of Friction for Steel on Concrete at High Normal Stress

3. Headquarters Department of the Army. (1993) rescinded. “Barge impact analysis.” Engineer Technical Letter 1110-2-338 Washington D.C.

4. Patev R. C. (1999). “Full-scale barge impact experiments.” Transportation Research Circular No. 491 Transportation Research Board/National Research Council Inland Waterways Technical Studies Washington D.C.

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