Three-Dimensional Linear and Simplified Nonlinear Soil Response Methods Based on an Input Wave FieldSource: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 005Author:Masahiro Iida
DOI: 10.1061/(ASCE)1532-3641(2006)6:5(342)Publisher: American Society of Civil Engineers
Abstract: We 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
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| contributor author | Masahiro Iida | |
| date accessioned | 2017-05-08T21:31:56Z | |
| date available | 2017-05-08T21:31:56Z | |
| date copyright | September 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291532-3641%282006%296%3A5%28342%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55070 | |
| description abstract | We 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 | |
| publisher | American Society of Civil Engineers | |
| title | Three-Dimensional Linear and Simplified Nonlinear Soil Response Methods Based on an Input Wave Field | |
| type | Journal Paper | |
| journal volume | 6 | |
| journal issue | 5 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2006)6:5(342) | |
| tree | International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 005 | |
| contenttype | Fulltext |