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    System Identification and its Application to Estimating Soil Properties

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author:
    Steven Glaser
    DOI: 10.1061/(ASCE)0733-9410(1995)121:7(553)
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      System Identification and its Application to Estimating Soil Properties

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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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