Endurance time method: Difference between revisions

Revision as of 21:11, 24 January 2018

Revision as of 07:45, 3 May 2019

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{{Use dmy dates|date=October 2017}}

{{Orphan|date=February 2013}}

'''Endurance time (ET)''' method is a [[Structural dynamics|dynamic structural analysis]] procedure for seismic assessment of structures. In this procedure, an intensifying dynamic excitation is used as the [[Structural load|loading]] function.<ref name=w2/> Endurance time method is a time-history based dynamic analysis procedure. An estimate of the structural response at different equivalent [[Seismic hazard|seismic intensity]] levels is obtained in a single response history analysis.<ref name=j2/> This method has applications in [[Seismic analysis|seismic assessment]] of various structural types and in different areas of [[earthquake engineering]].