The impact of the earthquake incident angle on the seismic loss estimation

Lagaros, ND

dc.contributor.author	Lagaros, ND	en
dc.date.accessioned	2014-03-01T01:34:45Z
dc.date.available	2014-03-01T01:34:45Z
dc.date.issued	2010	en
dc.identifier.issn	0141-0296	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/20840
dc.subject	Incremental dynamic analysis	en
dc.subject	Life cycle cost assessment	en
dc.subject	Record's incident angle	en
dc.subject	Reinforced concrete buildings	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	3D models	en
dc.subject.other	3D reinforced concrete	en
dc.subject.other	Earthquake hazard	en
dc.subject.other	Incident angles	en
dc.subject.other	Incremental dynamic analysis	en
dc.subject.other	Lifecycle costs	en
dc.subject.other	Multicomponents	en
dc.subject.other	Record's incident angle	en
dc.subject.other	Seismic capacity	en
dc.subject.other	Seismic loss estimation	en
dc.subject.other	Seismically active region	en
dc.subject.other	Structural capacities	en
dc.subject.other	Structural systems	en
dc.subject.other	Concrete buildings	en
dc.subject.other	Concrete construction	en
dc.subject.other	Costs	en
dc.subject.other	Dynamic analysis	en
dc.subject.other	Earthquakes	en
dc.subject.other	Human computer interaction	en
dc.subject.other	Life cycle	en
dc.subject.other	Random processes	en
dc.subject.other	Reinforced concrete	en
dc.subject.other	Structural analysis	en
dc.subject.other	Three dimensional	en
dc.subject.other	Cost benefit analysis	en
dc.subject.other	building	en
dc.subject.other	dynamic analysis	en
dc.subject.other	earthquake mechanism	en
dc.subject.other	estimation method	en
dc.subject.other	life cycle analysis	en
dc.subject.other	reinforced concrete	en
dc.subject.other	seismic hazard	en
dc.subject.other	structural response	en
dc.title	The impact of the earthquake incident angle on the seismic loss estimation	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/j.engstruct.2010.02.006	en
heal.identifier.secondary	http://dx.doi.org/10.1016/j.engstruct.2010.02.006	en
heal.language	English	en
heal.publicationDate	2010	en
heal.abstract	Life cycle cost assessment (LCCA) of structural systems refers to the evaluation procedure in which all costs arising from owing, operating, maintaining and ultimately disposing are considered. The implementation of LCCA in structural systems, especially for those that are situated in seismically active regions, requires the calculation of the structural capacity in multiple earthquake hazard levels. Incremental dynamic analysis (IDA) is considered as one of the most efficient procedures for estimating the seismic capacity of a structural system; therefore it can be incorporated into the LCCA procedure. Most of the real world reinforced concrete buildings can be represented accurately only with 3D models; hence the implementation of multicomponent incremental dynamic analysis (MIDA) is required. MIDA is a straightforward procedure where randomness on both record and incident angle is considered. In this work four 3D reinforced concrete buildings are assessed with reference to life cycle cost calculated based on MIDA and the significance of considering randomness on both record and incident angle is demonst rated. (C) 2010 Elsevier Ltd. All rights reserved.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	Engineering Structures	en
dc.identifier.doi	10.1016/j.engstruct.2010.02.006	en
dc.identifier.isi	ISI:000278424500009	en
dc.identifier.volume	32	en
dc.identifier.issue	6	en
dc.identifier.spage	1577	en
dc.identifier.epage	1589	en