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    Physical-Parameter Identification of Base-Isolated Buildings Using Backbone Curves

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author:
    Ming-Chih Huang
    ,
    Yen-Po Wang
    ,
    Jer-Rong Chang
    ,
    Yi-Hsuan Chen
    DOI: 10.1061/(ASCE)ST.1943-541X.0000047
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a simplified system identification procedure is developed to investigate the dynamic characteristics of base-isolated buildings equipped with lead-rubber bearings (LRBs). The multistory superstructure is assumed to be linear on the account of substantial reduction in seismic forces due to the installation of LRBs for which a bilinear hysteretic model is considered. The hysteretic model is in turn characterized by a backbone curve by which the multivalued restoring force is transformed into a single-valued function. With the introduction of backbone curves, the system identification analysis of inelastic structures is simplified to a large extent. The proposed algorithm extracts individually the physical parameters of each floor and the bearing system that are considered useful information in the structural health monitoring. A numerical example is conducted to demonstrate the feasibility of using the proposed technique for physical-parameter identification of partially inelastic based-isolated buildings.
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      Physical-Parameter Identification of Base-Isolated Buildings Using Backbone Curves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67933
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    contributor authorMing-Chih Huang
    contributor authorYen-Po Wang
    contributor authorJer-Rong Chang
    contributor authorYi-Hsuan Chen
    date accessioned2017-05-08T21:58:50Z
    date available2017-05-08T21:58:50Z
    date copyrightSeptember 2009
    date issued2009
    identifier other%28asce%29st%2E1943-541x%2E0000088.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67933
    description abstractIn this paper, a simplified system identification procedure is developed to investigate the dynamic characteristics of base-isolated buildings equipped with lead-rubber bearings (LRBs). The multistory superstructure is assumed to be linear on the account of substantial reduction in seismic forces due to the installation of LRBs for which a bilinear hysteretic model is considered. The hysteretic model is in turn characterized by a backbone curve by which the multivalued restoring force is transformed into a single-valued function. With the introduction of backbone curves, the system identification analysis of inelastic structures is simplified to a large extent. The proposed algorithm extracts individually the physical parameters of each floor and the bearing system that are considered useful information in the structural health monitoring. A numerical example is conducted to demonstrate the feasibility of using the proposed technique for physical-parameter identification of partially inelastic based-isolated buildings.
    publisherAmerican Society of Civil Engineers
    titlePhysical-Parameter Identification of Base-Isolated Buildings Using Backbone Curves
    typeJournal Paper
    journal volume135
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000047
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
    contenttypeFulltext
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