Progressive collapse of reinforced concrete buildings considering flexure-axial-shear interaction in plastic hinges

Progressive collapse of reinforced concrete buildings considering flexure-axial-shear interaction in plastic hinges

Progressive collapse assessment of a reinforced concrete (RC) building designed only for gravity loads and lacking a dedicated lateral load resisting system was carried out using the alternate load path (ALP) method and finite element method (FEM) numerical model created in software SAP2000. Plastic...

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Bibliographic Details
Main Authors: Meshal A. Abdulsalam, Muhammad Tariq A. Chaudhary
Format: Article
Language:English
Published: Taylor & Francis Group 2021-01-01
Series:Cogent Engineering
Subjects:
progressive collapse
alternate load path method
flexure-axial-shear interaction
concrete building
plastic hinges
gsa guidelines
Online Access:http://dx.doi.org/10.1080/23311916.2021.1882115

Internet

http://dx.doi.org/10.1080/23311916.2021.1882115

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