Overturning Stability Criteria for Flexible Structures to Earthquakes

Spyrakos, C; ASCE, M

dc.contributor.author	Spyrakos, C	en
dc.contributor.author	ASCE, M	en
dc.date.accessioned	2014-03-01T01:54:19Z
dc.date.available	2014-03-01T01:54:19Z
dc.date.issued	2005	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/27314
dc.subject	Flexible Structure	en
dc.subject	Inverse Problem	en
dc.subject	Parametric Study	en
dc.subject	Rigid Body Motion	en
dc.subject	Stability Criteria	en
dc.title	Overturning Stability Criteria for Flexible Structures to Earthquakes	en
heal.type	journalArticle	en
heal.identifier.primary	10.1061/(ASCE)0733-9399(2005)131:4(349)	en
heal.identifier.secondary	http://dx.doi.org/10.1061/(ASCE)0733-9399(2005)131:4(349)	en
heal.publicationDate	2005	en
heal.abstract	Criteria for overturning stability of flexible structures such as chimneys and towers are developed. To the authors' knowledge all published studies arrive at overturning stability conclusions and criteria based on rigid body motion of systems. This is the first attempt to develop a simple design criterion that includes flexibility effects of slender structures to their overturning stability. The development is	en
heal.journalName	Journal of Engineering Mechanics-asce	en
dc.identifier.doi	10.1061/(ASCE)0733-9399(2005)131:4(349)	en