Shear Lag Analysis in Prestressed Concrete Box Girders-Reference-Cited by-同舟云学术

Shear Lag Analysis in Prestressed Concrete Box Girders

Published:2011-07 Issue:4 Volume:16 Page:500-512
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhou Shi-Jun¹

Affiliation:

1. Professor, School of Civil Engineering, Chongqing Univ., 174 Shazheng Rd., Chongqing 400030, China; and Professor, Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing Univ., Ministry of Education, Chongqing 400030, China.

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.1943-5592.0000179

Reference20 articles.

1. Prestress Influence on Shear‐Lag Effect in Continuous Box‐Girder Bridge

2. Shear Lag Effect in Simply Supported Prestressed Concrete Box Girder

3. Negative Shear Lag in Cantilever Box Girder with Constant Depth

4. Direct stiffness solution for folded plates;DeFries-Skene A.;J. Struct. Div.,1964

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