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contributor authorLynn A. Salvati
contributor authorJuan M. Pestana
date accessioned2017-05-08T21:28:40Z
date available2017-05-08T21:28:40Z
date copyrightAugust 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A8%281082%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52973
description abstractUsing the recorded response at two vertical array sites, the SimSoil model presented in the companion paper is evaluated. The SimSoil model, which describes the small strain nonlinear behavior of granular materials, is implemented as a material model in AMPLE2000, a nonlinear, one-dimensional site response analysis code. Shear wave velocity profiles and laboratory test data available for both the La Cienega site, which was instrumented over
publisherAmerican Society of Civil Engineers
titleSmall-Strain Behavior of Granular Soils. II: Seismic Response Analyses and Model Evaluation
typeJournal Paper
journal volume132
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:8(1082)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 008
contenttypeFulltext


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