Effect of Wheel Live Load on Shear Behavior of Precast Reinforced Concrete Box Culverts-Reference-Cited by-同舟云学术

Effect of Wheel Live Load on Shear Behavior of Precast Reinforced Concrete Box Culverts

Published:2008-01 Issue:1 Volume:13 Page:93-99
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Abolmaali Ali¹²,Garg Anil K.¹²

Affiliation:

1. Associate Professor, Professor-in-Charge, Structural Simulation Laboratory, Dept. of Civil and Environmental Engineering, Univ. of Texas at Arlington, Arlington TX 76019 (corresponding author). E-mail: abolmaali@uta.edu

2. Post Doc, Dept. of Civil and Environmental Engineering, Univ. of Texas at Arlington, Arlington TX 76019. E-mail: AGarg.us@gmail.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282008%2913%3A1%2893%29

Reference11 articles.

1. American Society for Testing and Materials (ASTM). (2003). “Standard specification for precast reinforced concrete box sections for culverts storm drains and sowers.” C 1433-03 ASTM International West Conshohocken Pa.

2. Federick G. R. Ardis C. V. Tarhini K. M. and Koo B. (1988). “Investigation of the structure adequacy of C 850 box culverts.” Transportation Research Record . 1191 Transportation Research Board National Research Council Washington D.C.

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