A new design method for stiffened compression flanges of box girders-Reference-Cited by-同舟云学术

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A new design method for stiffened compression flanges of box girders

Published:1983-01 Issue:3 Volume:1 Page:189-210
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Jetteur Philippe

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. Théorie non linéaire de la résistance postcritique des grandes poutres en caisson raidies;Maquoi;IABSE Publications,1971

2. Vérification expérimentale de la résistance postcritique des semelles comprimées raidies sur six poutres en caisson;Maquoi;IABSE Publications,1976

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

4. Ultimate compressive strength of stiffened plates;Fukumoto,1974

5. Tests on stiffened compression panels and plate panels;Dorman,1973

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Ultimate resistance of isotropic cylindrically curved steel panels under uniaxial compression;Journal of Constructional Steel Research;2019-08

2. Semi-analytical orthotropic model for the prediction of the post-buckling behaviour of stiffened cylindrically curved steel panels under uniaxial compression;Computers & Structures;2019-01

3. Generalized Warping In Flexural-Torsional Buckling Analysis of Composite Beams;J APPL COMPUT MECH;2016

4. Revisit of AASHTO Effective Flange-Width Provisions for Box Girders;Journal of Bridge Engineering;2011-11

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

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