Effect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges-Reference-Cited by-同舟云学术

Effect of Skewness on the Distribution of Live Load Reaction at Piers of Skewed Continuous Bridges

Published:2008-01 Issue:1 Volume:13 Page:110-114
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Huo X. Sharon¹²,Zhang Qinghe¹²

Affiliation:

1. Associate Professor, Dept. of Civil and Environment, Tennessee Technological Univ., 1020 Stadium Dr., Prescott Hall 216, Cookeville, TN 38505 (corresponding author). E-mail: xhuo@tntech.edu

2. Graduate Research Assistant, Dept. of Civil and Environment, Tennessee Technological Univ., 1020 Stadium Dr., Prescott Hall 216, Cookeville, TN 38505. E-mail: qzhang22@tntech.edu

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%28110%29

Reference5 articles.

1. Huo X. S. and Zhang Q. (2006). “The effect of skewness on live load reactions at piers of continuous bridges.” Proc. Structures Congress 2006 ASCE Reston Va.

2. Modjeski and Masters Inc. (2002). “Shear in skewed multibeam bridges.” National Cooperative Highway Research Project 20-7/Task 107 Harrisburg Penn.

3. Tennessee Department of Transportation. (1996). “Lateral distribution of structural loads.” Tennessee Structures Memorandum 043 Nashville Tenn.

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