Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading

Behavior of RBS Beams Reinforced by Stiffeners Subjected to Cyclic Loading

This paper presents a numerical study of reduced beam section (RBS) beams with vertical and horizontal stiffeners. For RBS beams, it is speculated that strength deterioration will be caused by lateral buckling and local buckling. Supplemental lateral bracing (SLB) can prevent lateral buckling but no...

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Bibliographic Details
Main Authors: Iori Kanao, Tianrui He, Zheng Yu, Kiyotaka Morisako
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Journal of Engineering
Online Access:http://dx.doi.org/10.1155/2018/6173873
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