Shear Lag Effect in Simply Supported Prestressed Concrete Box Girder
Author:
Affiliation:
1. Professor, Bridge Engineering Dept., Tong Ji Univ., Shanghai 200092, P.R.C.
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%282004%299%3A2%28178%29
Reference6 articles.
1. Negative Shear Lag in Cantilever Box Girder with Constant Depth
2. Analysis of shear lag effect in box girder bridge.;Guo J. G.;China Civ. Eng. J.,1983
3. Shear lag in box girders.;Kuzmanovic B. O.;J. Struct. Div. ASCE,1981
4. Load-balancing method for design and analysis of prestressed concrete structure.;Lin T. Y.;ACI.,1963
5. Analysis of shear lag in box beams by the principle of minimum potential energy.;Reissner E.;Q. Appl. Math.,1945
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