Seismic analysis of towers including foundation uplift

Xu, C; Spyrakos, C

dc.contributor.author	Xu, C	en
dc.contributor.author	Spyrakos, C	en
dc.date.accessioned	2014-03-01T01:44:33Z
dc.date.available	2014-03-01T01:44:33Z
dc.date.issued	1996	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/24399
dc.subject	Nonlinear Equation	en
dc.subject	Parametric Study	en
dc.subject	Seismic Analysis	en
dc.subject	Seismic Response	en
dc.subject	Soil Structure Interaction	en
dc.title	Seismic analysis of towers including foundation uplift	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0141-0296(95)00059-3	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0141-0296(95)00059-3	en
heal.publicationDate	1996	en
heal.abstract	A seismic analysis procedure including soil-structure interaction and partial foundation uplift for tower structures is developed. The nonlinear equations of motion are derived with the aid of Lagrange's equation. Parametric studies are performed to evaluate the effects of factors such as: soil stiffness, ratio of tower height to foundation width, and partial separation of the foundation from the soil. The	en
heal.journalName	Engineering Structures	en
dc.identifier.doi	10.1016/0141-0296(95)00059-3	en