3-Bar Simulation-Transfer Matrix Method for Shear Lag Analysis-Reference-Cited by-同舟云学术

3-Bar Simulation-Transfer Matrix Method for Shear Lag Analysis

Published:2011 Issue: Volume:12 Page:21-26
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Li Chuanxi,Li Bin,Wei Chenglong,Zhang Jian

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference8 articles.

1. Problems of transverse cracking in flange slabs of reinforced concrete continuous box girder bridge;Luo;Bridge Construction,1997

2. Shear lag in composite box girders of complex cross section;Evans;Construct Steel Res,1993

3. Transfer Matrix Method Considering Both Shear Lag And Shear Deformation Effects In Nonuniform Continuous Box Girder;Wei;Engineering Structures,2008

4. Shear lag effect in box girder with varying depth;Chang;Structure Engineering, ASCE,1988

5. Yaping Wu, Yuanming Lai, Xuefu Zhang. A finite beam element for analyzing shear lag and shear deformation effects in composite-laminated box girders.Computers and Structures, 2004,82:763-771.

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