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dc.contributor.authorDikmen, S. Ümit
dc.contributor.authorTürk, Ahmet Murat
dc.contributor.authorKıymaz, Güven
dc.date.accessioned2016-05-04T12:24:51Z
dc.date.available2016-05-04T12:24:51Z
dc.date.issued2009
dc.identifier.urihttp://hdl.handle.net/11413/1273
dc.description.abstractEarthquake codes often times classify the subsoil based on their shear wave velocities which are mostly calculated based on the situ static conditions. However, it has been shown by various researchers that saturated sands exhibit a softening behavior under cyclic conditions. As a result of this behavior the surface response may be significantly affected by the existence of ground water. In this study, the effect of depth of water table on the seismic response of sand deposits is investigated.tr_TR
dc.language.isoen_UStr_TR
dc.publisherSpringer, Po Box 17, 3300 Aa Dordrecht, Netherlandstr_TR
dc.relationCoupled Site And Soil-Structure Interaction Effects With Application To Seismic Risk Mitigationtr_TR
dc.subjectseismictr_TR
dc.subjectsandtr_TR
dc.subjectground watertr_TR
dc.subjectground responsetr_TR
dc.subjecteffective stress-analysistr_TR
dc.subject1994 northridgetr_TR
dc.subjectliquefactiontr_TR
dc.subjectearthquaketr_TR
dc.subjectaccelerationtr_TR
dc.subjectCaliforniatr_TR
dc.subjectsismiktr_TR
dc.subjectkumtr_TR
dc.subjectyeraltı suyutr_TR
dc.subjectzemin tepkisitr_TR
dc.subjectefektif gerilme analizitr_TR
dc.subjectsıvılaşmatr_TR
dc.subjectdepremtr_TR
dc.subjecthızlanmatr_TR
dc.subjectKaliforniyatr_TR
dc.titleEffect Of Depth Of Ground Water On The Seismic Response Of Frame Type Buildings On Sand Deposits. Part I: Soil Responsetr_TR
dc.typeArticletr_TR
dc.contributor.authorIDTR141170tr_TR
dc.contributor.authorIDTR116137tr_TR
dc.contributor.authorIDTR141153tr_TR
dc.identifier.wos270329000020
dc.identifier.wos270329000020en


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