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...

وصف كامل

التفاصيل البيبلوغرافية

الحاوية / القاعدة:	Applied Sciences
المؤلفون الرئيسيون:	Won Jun Hwang, Sung Jig Kim
التنسيق:	مقال
اللغة:	الإنجليزية
منشور في:	MDPI AG 2025-01-01
الموضوعات:	hysteresis curve nonlinear modeling parameters non-seismic details reinforced concrete columns seismic fragility analysis
الوصول للمادة أونلاين:	https://www.mdpi.com/2076-3417/15/3/1376