Nonlinear Seismic Analysis of Steel Moment Resisting Frames Considering Soil-Structure Interaction Effect with the Endurance Time Method, M.Sc. Thesis Sharif University of Technology ; Ghannad, Mohammad Ali (Supervisor) ; Esmaeil Pourestekanchi, Homayun (Co-Advisor)
Abstract
Dominance over the seismic behavior of structures leads to proper design and the cost reduction of structures according to the structures demand performance. In this regard, the issue of performance-based seismic design of structures has been proposed in which the nonlinear behavior of structures is the basis for the design and evaluation of structures during earthquakes. Moreover, regarding of soil under the structures will change the elastic and inelastic behavior of structures; also, the effects of soil-structure interaction on the seismic performance of structures should be considered to achieve the real behavior of structures. Hence, the purpose of this study is to evaluate the...
Cataloging briefNonlinear Seismic Analysis of Steel Moment Resisting Frames Considering Soil-Structure Interaction Effect with the Endurance Time Method, M.Sc. Thesis Sharif University of Technology ; Ghannad, Mohammad Ali (Supervisor) ; Esmaeil Pourestekanchi, Homayun (Co-Advisor)
Abstract
Dominance over the seismic behavior of structures leads to proper design and the cost reduction of structures according to the structures demand performance. In this regard, the issue of performance-based seismic design of structures has been proposed in which the nonlinear behavior of structures is the basis for the design and evaluation of structures during earthquakes. Moreover, regarding of soil under the structures will change the elastic and inelastic behavior of structures; also, the effects of soil-structure interaction on the seismic performance of structures should be considered to achieve the real behavior of structures. Hence, the purpose of this study is to evaluate the...
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