Behaviour of moment resisting reinforced concrete frames subjected to column removal scenario

نویسندگان

چکیده

Researchers awarded a considerable attention to progressive collapse analysis in recent years avoid the partial or entire failure of structures. General Service Administration guidelines (GSA) established base deal with such catastrophic failure. For multi-story building, these proposed column removal scenario which one more columns different locations should be removed from structure. Then, response structure omitted sustain loading applied ensuring no global occurred. In this paper, three-dimensional reinforced concrete (RC) frame is constructed and analyzed using commercial program SAP2000. Non-linear static employed obtain Demand Capacity Ratios (DCR) for beams displacement joint connecting selected frame. The moment resisting RC under presented discussed terms strength displacements critical evaluate against collapse.

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ژورنال

عنوان ژورنال: IOP conference series

سال: 2021

ISSN: ['1757-899X', '1757-8981']

DOI: https://doi.org/10.1088/1757-899x/1090/1/012135