International Concrete Abstracts Portal

  


Title: Simplified Moment-Rotation Relationship for Plastic Hinge of Coupling Beams

Author(s): Hyeon Jong Hwang

Publication: Web Session

Volume: ws_F23_HyeonJongHwang.pdf

Issue:

Appears on pages(s):

Keywords:

DOI:

Date: 10/29/2023

Abstract:
For performance-based design of coupling beams, deformation capacity needs to be accurately defined. This study proposed a simplified moment-rotation relationship for plastic hinges of coupling beams, addressing shear strength degradation due to diagonal strut and truss mechanisms. The effects of the target chord rotation, longitudinal rebar ratio, length-to-height ratio, ratio and details of transverse reinforcement, distributed longitudinal web bars, and diagonal bars were considered. The predicted moment-rotation relationships generally agreed with the existing coupling beam test results.




  


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