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In this study, earthquake resistance of Alibey Earth Dam was investigated. Dam 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…mehr

Produktbeschreibung
In this study, earthquake resistance of Alibey Earth Dam was investigated. Dam 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.
Autorenporträt
Ahmet Alper Parker has obtained M.Sc. degrees from Bogazici University in Earthquake Engineering and from Istanbul Technical University in Management Engineering. He also has B.Sc. degrees from Istanbul Technical University in Civil Engineering and Management Engineering.