The Institute of Theoretical and Applied Mechanics 9 records found  Search took 0.05 seconds. 
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The response of geotechnical structures under earthquake loading is highly nonlinear and often leads to problems of slope stability, foundation settlement and soil liquef [...]
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The purpose of this paper is to investigate the accuracy of 2D FE plane-strain computations compared to complete 3D FE computations for dynamic non-linear SSI problems. I [...]
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The linear behavior of the soil is only valid for very small level of strain. Therefore, the deformations induced by a seismic motion in the soil can easily reach the lim [...]
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The objective of this paper is to present a one-dimensional response of a soil column at a borehole station during the 2005 west off Fukuoka prefecture, Japan, earthquake [...]
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Under seismic action, asymmetric building can undergo severe damages as a result of the induced torsion phenomenon. The influence of the uncertainties of input parameters [...]

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2 Modaressi, Arezou
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