Local buckling of longitudinally stiffened plates with rotational stiffness of closed-section ribs-Reference-Cited by-同舟云学术

Local buckling of longitudinally stiffened plates with rotational stiffness of closed-section ribs

Published:2020-04 Issue: Volume:167 Page:105876
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Choi Byung H.,Andico Arriane Nicole P.,Choi Sang hyun

Funder

National Research Foundation of Korea

Korean Government

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Parametric study on buckling behavior of longitudinally stiffened curved panels by closed-section ribs;Andico;J. Korean Acad. Indust. Cooperation Soc.,2018

2. Buckling behavior of longitudinally stiffened steel plates by u-shaped ribs;Choi;J. Korean Soc. Hazard Mitig.,2012

3. Stiffness requirements for transverse stiffeners of compression panels;Choi;Eng. Struct.,2007

4. Bending stiffness requirement for closed-section longitudinal stiffeners of isotropic material plates under uniaxial compression;Choi;J. Bridg. Eng.,2014

5. Strength of stiffened flanges in horizontally curved box girders;Choi;J. Eng. Mech.,2005

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2. A semi-analytical model on the critical buckling load of perforated plates with opposite free edges;Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science;2022-01-06