Seismic Energy Dissipation and Hysteresis Performances of Distinctly Shaped Steel-Reinforced Concrete Column–Beam Joints under Cyclic Loading

Seismic Energy Dissipation and Hysteresis Performances of Distinctly Shaped Steel-Reinforced Concrete Column–Beam Joints under Cyclic Loading

The distinctly shaped steel-reinforced concrete (SRC) column–beam framing system offers an innovative and tailored structural solution that combines load-bearing capabilities with architectural esthetics. This study introduces an innovative joint design methodology, focusing on examining the seismic...

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Bibliographic Details
Main Authors: Junquan Duan, Delei Yang, Xiaochun Liu, Ping Xiang
Format: Article
Language:English
Published: MDPI AG 2024-09-01
Series:Buildings
Subjects:
steel-reinforced concrete
distinctly shaped column
energy dissipation
structure joint
pseudo-static testing
Online Access:https://www.mdpi.com/2075-5309/14/9/2777
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