Nonlinear Modeling of RC Substandard Beam–Column Joints for Building Response Analysis in Support of Seismic Risk Assessment and Loss Estimation

The paper discusses how joint damage and deterioration affect the seismic response of existing reinforced concrete frames with sub-standard beam–column joints. The available simplified modeling techniques are critically reviewed to propose a robust, yet computationally efficient, technique for simul...

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Bibliographic Details
Main Authors: Naveed Ahmad, Muhammad Rizwan, Babar Ilyas, Sida Hussain, Muhammad Usman Khan, Hamna Shakeel, Muhammad Ejaz Ahmad
Format: Article
Language:English
Published: MDPI AG 2022-10-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/12/10/1758