Investigation of failure modes and mechanisms of Alibey Earth Dam by solid-fluid coupled nonlinear dynamic finite element simulation

dc.contributor	Graduate Program in Earthquake Engineering.
dc.contributor.advisor	Siyahi, Bilge.
dc.contributor.author	Parker, Ahmet Alper.
dc.date.accessioned	2023-03-16T12:55:08Z
dc.date.available	2023-03-16T12:55:08Z
dc.date.issued	2006.
dc.identifier.other	EQE 2006 P37
dc.identifier.uri	http://digitalarchive.boun.edu.tr/handle/123456789/18271
dc.description.abstract	In this study, earthquake resistance of Alibey Earth Dam was investigated. Darn was modeled with four node plane-strain finite elements and displacement-pore pressure coupled finite element analyses were performed. Nonlinear material models such as pressure dependent and independent multi yield materials were implemented during the analyses. Transient dynamic finite element analyses were performed with Newmark method. Newton-Raphson solution scheme was adopted during the solution of the equations. Liquefaction and/or cyclic mobility effects were considered during the analysis. For the finite element analyses OpenSees (Open System for Earthquake Engineering Simulation) framework was adopted.
dc.format.extent	30cm.
dc.publisher	Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2006.
dc.subject.lcsh	Earth dams.
dc.subject.lcsh	Earth dams -- Design and construction.
dc.subject.lcsh	Earthquake Resistant Design.
dc.title	Investigation of failure modes and mechanisms of Alibey Earth Dam by solid-fluid coupled nonlinear dynamic finite element simulation
dc.format.pages	xii, 76 leaves;