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contributor authorSteven Glaser
date accessioned2017-05-08T20:37:44Z
date available2017-05-08T20:37:44Z
date copyrightJuly 1995
date issued1995
identifier other%28asce%290733-9410%281995%29121%3A7%28553%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21683
description abstractThis paper examines the meaning of principal methods of system identification (SI). System identification is seen as a unique procedure to estimate in situ soil properties, especially soil subject to large strain. When applicable, parametric modeling of system processes is found to be superior to traditional Fourier methods. Several different methods have been presented to directly assess nonstationary data. These methods cover a wide range, from transforming the data into a stationary signal to full-fledged nonlinear, nonstationary analysis. The method used will depend on the nature of the data available and the nature of the requisite information. Segmentation of the data into stationary pieces gives sound results and is widely used. However, if the process of interest has time-varying parameters, a recursive technique should be used.
publisherAmerican Society of Civil Engineers
titleSystem Identification and its Application to Estimating Soil Properties
typeJournal Paper
journal volume121
journal issue7
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1995)121:7(553)
treeJournal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 007
contenttypeFulltext


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