Application of reliability-based robustness assessment of steel moment resisting frame structures under post-mainshock cascading events

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Application of reliability-based robustness assessment of steel moment resisting frame structures under post-mainshock cascading events

This paper proposes a reliability-based framework for quantifying structural robustness considering the occurrence of a major earthquake (mainshock) and subsequent cascading hazard events, such as aftershocks that are triggered by the mainshock. These events can significantly increase the probabilit...

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Bibliographic Details
Main Authors:	Ribeiro, Filipe L.A., Barbosa, André R., Neves, Luís C.
Format:	Article
Published:	American Society of Civil Engineers 2014
Subjects:	Aftershock; Nonlinear dynamic analysis; Robustness; Seismic sequences; Structural Safety and Reliability
Online Access:	https://eprints.nottingham.ac.uk/46485/

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