Multicomponent incremental dynamic analysis considering variable incident angle

Lagaros, ND

dc.contributor.author	Lagaros, ND	en
dc.date.accessioned	2014-03-01T01:33:45Z
dc.date.available	2014-03-01T01:33:45Z
dc.date.issued	2010	en
dc.identifier.issn	1573-2479	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/20579
dc.subject	Critical incident angle	en
dc.subject	Fragility analysis	en
dc.subject	Latin hypercube sampling	en
dc.subject	Multicomponent incremental dynamic analysis	en
dc.subject	RC buildings	en
dc.subject.classification	Engineering, Civil	en
dc.subject.classification	Engineering, Mechanical	en
dc.subject.other	Critical incident angles	en
dc.subject.other	Fragility analysis	en
dc.subject.other	Incremental dynamic analysis	en
dc.subject.other	Latin hypercube sampling	en
dc.subject.other	Multicomponents	en
dc.subject.other	RC buildings	en
dc.subject.other	Civil engineering	en
dc.subject.other	Concrete buildings	en
dc.subject.other	Earthquakes	en
dc.subject.other	Engineering geology	en
dc.subject.other	Geometry	en
dc.subject.other	Reinforced concrete	en
dc.subject.other	Three dimensional	en
dc.subject.other	Dynamic analysis	en
dc.title	Multicomponent incremental dynamic analysis considering variable incident angle	en
heal.type	journalArticle	en
heal.identifier.primary	10.1080/15732470802663805	en
heal.identifier.secondary	http://dx.doi.org/10.1080/15732470802663805	en
heal.language	English	en
heal.publicationDate	2010	en
heal.abstract	Performance-based earthquake engineering (PBEE) is the current trend in designing earthquake-resistant structures. The implementation of the PBEE framework requires the assessment of the structural capacity in multiple earthquake hazard levels. Incremental dynamic analysis (IDA) is considered to be one of the most efficient computational tools for estimating structural capacity; therefore, it is often incorporated into the PBEE framework. Most real world reinforced concrete (RC) buildings can only be represented accurately with three-dimensional (3D) models; hence, a multicomponent incremental dynamic analysis (MIDA) is required in order to carry out an IDA-based PBEE framework. In this work, the implementation of IDA studies in 3D structures is examined, where a two-component seismic excitation is applied, and a new procedure for performing MIDA is proposed. According to the proposed procedure, the MIDA is performed over a sample of record-incident angle pairs that are generated using Latin hypercube sampling (LHS). © 2010 Taylor & Francis.	en
heal.publisher	TAYLOR & FRANCIS LTD	en
heal.journalName	Structure and Infrastructure Engineering	en
dc.identifier.doi	10.1080/15732470802663805	en
dc.identifier.isi	ISI:000274256300007	en
dc.identifier.volume	6	en
dc.identifier.issue	1-2	en
dc.identifier.spage	77	en
dc.identifier.epage	94	en