Post punching shear pattern and progressive collapse of flat slab building

نویسندگان

چکیده

Abstract The possibility of the occurrence a second punching shear failure and Progressive Collapse after had occurred in one flat slab column connection is investigated two building structures, using Eberick SAP2000 softwares Yield Line Method, codes ACI318:2019, EUROCODE2:2004 NBR6118:2014. It shown that connections should be designed detailed to prevent Integrity Reinforcement always present, remaining capacity floors failures depends on i) post-punching resistance being punched; ii) neighbors’ connections; iii) flexural slabs, slab’s can evaluated by Method.

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ژورنال

عنوان ژورنال: Revista IBRACON de Estruturas e Materiais

سال: 2023

ISSN: ['1983-4195']

DOI: https://doi.org/10.1590/s1983-41952023000300012