Collapse capacity of modular steel buildings subject to module loss scenarios: The role of inter-module connections

•Resisting capacity of corner-supported modular steel buildings.•Different module loss scenarios through instantaneous removal of different modules.•Nonlinear dynamic responses in the context of alternate path method analysis.•Collapse mechanisms and failure modes through nonlinear static pushdown a...

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Veröffentlicht in:	Engineering structures 2020-05, Vol.210, p.110373, Article 110373
Hauptverfasser:	Alembagheri, M., Sharafi, P., Hajirezaei, R., Samali, B.
Format:	Artikel
Sprache:	eng
Schlagworte:	Alternate path method Buildings Catastrophic collapse Collapse Damage localization Dynamic response Failure analysis Failure modes Finite element method Floors Gravitational collapse Gravity-induced progressive collapse Mathematical models Modular steel building Module loss scenarios Modules Nonlinear analysis Nonlinear dynamics Nonlinear response Pushdown analysis Rigid structures Robustness
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