Hysteretic Behavior of Full-Scale Precast U-Shaped Composite Beam–Column Connections with Large-Diameter Reinforcements under High Axial Compression

Hysteretic Behavior of Full-Scale Precast U-Shaped Composite Beam–Column Connections with Large-Diameter Reinforcements under High Axial Compression

This study introduces precast concrete beam–column connections comprised of composite beams, precast columns, and a monolithic joint core. The composite beams consist of U-shaped beams and floor slabs, leveraging the U-shaped beams for their lightweight nature, acceptable stiffness, and reduced dema...

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Bibliographic Details
Main Authors: Weichen Xue, Jie Lei, Bin Zhang, Qian Huang
Format: Article
Language:English
Published: MDPI AG 2024-01-01
Series:Buildings
Subjects:
composite beam–column connection
U-shaped composite beam
hysteretic behavior
displacement ductility
full scale
Online Access:https://www.mdpi.com/2075-5309/14/2/317

Internet

https://www.mdpi.com/2075-5309/14/2/317

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