The treatment of shear lag in design-Reference-Cited by-同舟云学术

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The treatment of shear lag in design

Published:1990-01 Issue:1-4 Volume:9 Page:121-134
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Burgan B.A.,Dowling P.J.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Parametric study on the shear lag phenomenon in steel box girder bridges;Moffatt,1972

2. Shear lag phenomenon in steel box girder bridges;Moffatt;Structural Engineer,1975

3. BS 5400, Steel, Concrete and Composite Bridges, Part 3: Code of Practice for Design of Steel Bridges,1982

4. The effect of shear lag on the ultimate strength of box girders;Dowling,1977

5. Effect of shear lag on the elastic buckling behaviour of thin-walled structures;Lamas,1979

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1. Experimental Study on Shear Lag Effect of Long-Span Wide Prestressed Concrete Cable-Stayed Bridge Box Girder under Eccentric Load;Construction Materials;2024-05-20

2. Experimental and numerical study on the shear lag behavior of l-shaped double-steel-plate composite shear wall;Structures;2023-01

3. One-dimensional finite element analysis of thin-walled box-girder bridge;Innovative Infrastructure Solutions;2020-05-18

4. Analysis and Limit State Design of Stiffened Plates and Shells: A World View;Applied Mechanics Reviews;2009-02-13

5. Discussion of “Effective Slab Width in Prestressed Twin-Girder Composite Decks” by Luigino Dezi, Fabrizio Gara, and Graziano Leoni;Journal of Structural Engineering;2008-04

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