Buckling Behavior of Longitudinally Stiffened Steel Plates by U-Shaped Ribs
Author:
Publisher
Korean Society of Hazard Mitigation
Subject
General Medicine
Link
http://ocean.kisti.re.kr/downfile/volume/kosham/BJHHD8/2012/v12n1/BJHHD8_2012_v12n1_39.pdf
Reference4 articles.
1. A Numerical Study on Inplane Nonlinear Buckling Strengths of New Arches Subjected to Uniformly Distributed Loading
2. Stiffness Requirements for Longitudinally Stiffened Box-Girder Flanges
3. Strength of Stiffened Flanges in Horizontally Curved Box Girders
Cited by 3 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. Local buckling of longitudinally stiffened plates with rotational stiffness of closed-section ribs;Journal of Constructional Steel Research;2020-04
2. Rotational Stiffness Requirements of Closed-Section Stiffeners for Buckling Strength Increment of Stiffened Plates Under Uniaxial Compression;International Journal of Steel Structures;2019-05-02
3. Buckling Strength Increment of Curved Panels Due to Rotational Stiffness of Closed-Section Ribs Under Uniaxial Compression;International Journal of Steel Structures;2018-08-14
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