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contributor authorMasahiro Iida
date accessioned2017-05-08T21:31:56Z
date available2017-05-08T21:31:56Z
date copyrightSeptember 2006
date issued2006
identifier other%28asce%291532-3641%282006%296%3A5%28342%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55070
description abstractWe propose three-dimensional linear and simplified nonlinear soil response methods based on an input seismic wave field. An input wave field is employed to treat seismic surface waves excited by a deep structure in a shallow soil model. First, the linear method is applied to a hard- and a soft-soil site located in Mexico City, and soil responses excited by
publisherAmerican Society of Civil Engineers
titleThree-Dimensional Linear and Simplified Nonlinear Soil Response Methods Based on an Input Wave Field
typeJournal Paper
journal volume6
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2006)6:5(342)
treeInternational Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 005
contenttypeFulltext


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