Predictive Equations for Modeling Shear Behavior in RC Columns with Non-Seismic Details for Enhanced Seismic Performance Assessment

Accurate modeling of the hysteretic behavior of reinforced concrete columns with non-seismic detailing is crucial for assessing the seismic performance of reinforced concrete structures. While shear spring models are commonly used to capture nonlinear shear deformation in shear-critical reinforced c...

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Bibliographic Details

Published in:	Applied Sciences
Main Authors:	Won Jun Hwang, Sung Jig Kim
Format:	Article
Language:	English
Published:	MDPI AG 2025-01-01
Subjects:	hysteresis curve nonlinear modeling parameters non-seismic details reinforced concrete columns seismic fragility analysis
Online Access:	https://www.mdpi.com/2076-3417/15/3/1376