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Overturning Stability Criteria for Flexible Structures to Earthquakes

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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


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