Seismic behavior of bridge piers including soil-structure interaction

Spyrakos, C

dc.contributor.author	Spyrakos, C	en
dc.date.accessioned	2014-03-01T01:41:08Z
dc.date.available	2014-03-01T01:41:08Z
dc.date.issued	1992	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23390
dc.subject	Moment of Inertia	en
dc.subject	Seismic Design	en
dc.subject	Shear Modulus	en
dc.subject	Shear Wave Velocity	en
dc.subject	Soil Structure Interaction	en
dc.subject	young's modulus	en
dc.title	Seismic behavior of bridge piers including soil-structure interaction	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0045-7949(92)90155-S	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0045-7949(92)90155-S	en
heal.publicationDate	1992	en
heal.abstract	As a rule, widely used practices do not consider soil-structure interaction (SSI) in the seismic design of bridges. This study attempts to assess the significance of SSI for the design of bridge piers placed on either a homogeneous deep soil stratum or a shallow soil stratum overlying a rigid bedrock. The objective is pursued through a simple, yet capable to	en
heal.journalName	Computers & Structures	en
dc.identifier.doi	10.1016/0045-7949(92)90155-S	en