Hysteretic Behavior Study on the RBS Connection of H-Shape Columns with Middle-Flanges or Wide-Flange H-Shape Beams

Hysteretic Behavior Study on the RBS Connection of H-Shape Columns with Middle-Flanges or Wide-Flange H-Shape Beams

Existing research on reduced beam section (RBS) connections in steel frames rarely addresses H-shaped beams with middle and wide flanges. Therefore, this study investigates the hysteretic behavior of RBS connections in H-shaped columns connected to H-shaped beams with middle and wide flanges. Using...

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Bibliographic Details
Main Authors: Saleem Mohammed Ali Ahmed Al-Saeedi, Linfeng Lu, Osama Zaid Yahya Al-Ansi, Saddam Ali
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Buildings
Subjects:
RBS connection
hysteretic behavior
finite element analysis
seismic performance
rotational stiffness
ductility
Online Access:https://www.mdpi.com/2075-5309/15/1/147
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