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    A comparative study of earthquake source models in high-order accurate tsunami simulations

    , Article Ocean Modelling ; Volume 141 , 2019 ; 14635003 (ISSN) Hajihassanpour, M ; Bonev, B ; Hesthaven, J. S ; Sharif University of Technology
    Elsevier Ltd  2019
    Abstract
    The discontinuous Galerkin method is used to solve the non-linear spherical shallow water equations with Coriolis force. The numerical method is well-balanced and takes wetting/drying into account. The two fold goal of this work is a comparative study of dynamic and static tsunami generation by seabed displacement and the careful validation of these source models. The numerical results show that the impact of the choice of seabed displacement model can be significant and that using a static approach may result in inaccurate results. For the validation of the studies, we consider measurements from satellites and buoy networks for the 2011 Tohoku event and the 2004 Sumatra–Andaman tsunami. The... 

    Stability analysis of arch dam abutments due to seismic loading

    , Article Scientia Iranica ; Volume 24, Issue 2 , 2017 , Pages 467-475 ; 10263098 (ISSN) Mostafaei, H ; Sohrabi Gilani, M ; Ghaemian, M ; Sharif University of Technology
    Sharif University of Technology  2017
    Abstract
    Abutments of concrete arch dams are usually crossed by several joints, which may create some rock wedges. Abutment stability analysis and controlling the probable wedge movements is one of the main concerns in the design procedure of arch dams that should be investigated. For decades, the quasi-static method, due to its simple approach, has been used by most of dam designers. In this study, the dynamic method is presented and the obtained time history of sliding safety factors is compared with the quasi-static results. For this purpose, all three components of Kobe (1979) and Imperial Valley (1940) earthquakes are applied to the wedge, simultaneously, and the magnitude and direction of wedge...