Analysis of Factors Affecting the Seismic Performance of Widened Flange Connections in Mid-Flange H-Beams and Box Columns

Analysis of Factors Affecting the Seismic Performance of Widened Flange Connections in Mid-Flange H-Beams and Box Columns

Following the Northridge and Kobe earthquakes, research has increasingly focused on achieving high ductility in beam-to-column connections. This study investigates the seismic performance of connections featuring widened beam-end flanges in mid-flange H-beams and box columns, an area with limited pr...

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Bibliographic Details
Main Authors: Tigist Demssice Gemechu, Linfeng Lu
Format: Article
Language:English
Published: MDPI AG 2024-10-01
Series:Buildings
Subjects:
steel moment frame
seismic performance
connection
box column
widened beam-end flange
Online Access:https://www.mdpi.com/2075-5309/14/10/3170

Internet

https://www.mdpi.com/2075-5309/14/10/3170

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