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    Experimental Investigation of Seismic Uncertainty Propagation through Shake Table Tests

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author:
    Deng Peng;Pei Shiling;van de Lindt John W.;Zhang Chao
    DOI: 10.1061/(ASCE)ST.1943-541X.0001975
    Publisher: American Society of Civil Engineers
    Abstract: The propagation of uncertainty in seismic response analysis is the mechanism through which ground motion (GM) uncertainty and structural parameter (SP) uncertainty contribute to response variability, and is critical for accurately quantifying seismic risk in performance-based earthquake engineering (PBEE). Response uncertainty in existing PBEE analyses is estimated either through statistical variance combination approaches or through computationally intensive time history simulations. In general, experimental exploration of the uncertainty propagation is cost prohibitive and impractical. In this paper, a series of shake table tests are conducted to generate statistical seismic response data of 12 nominally identical simple specimens subjected to a suite of 7 earthquakes at different seismic intensity levels. The test data are analyzed in order to decouple the contributions of GM uncertainty and structural parameter uncertainty on response uncertainty with different intensity levels and verifying several basic characteristics about uncertainty propagation. In addition, the accuracy of the square root sum of squares (SRSS), which is a simplified method used to combine different uncertainty sources to calculate the total response uncertainty, is evaluated through comparison with test data.
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      Experimental Investigation of Seismic Uncertainty Propagation through Shake Table Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4249492
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    contributor authorDeng Peng;Pei Shiling;van de Lindt John W.;Zhang Chao
    date accessioned2019-02-26T07:48:07Z
    date available2019-02-26T07:48:07Z
    date issued2018
    identifier other%28ASCE%29ST.1943-541X.0001975.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249492
    description abstractThe propagation of uncertainty in seismic response analysis is the mechanism through which ground motion (GM) uncertainty and structural parameter (SP) uncertainty contribute to response variability, and is critical for accurately quantifying seismic risk in performance-based earthquake engineering (PBEE). Response uncertainty in existing PBEE analyses is estimated either through statistical variance combination approaches or through computationally intensive time history simulations. In general, experimental exploration of the uncertainty propagation is cost prohibitive and impractical. In this paper, a series of shake table tests are conducted to generate statistical seismic response data of 12 nominally identical simple specimens subjected to a suite of 7 earthquakes at different seismic intensity levels. The test data are analyzed in order to decouple the contributions of GM uncertainty and structural parameter uncertainty on response uncertainty with different intensity levels and verifying several basic characteristics about uncertainty propagation. In addition, the accuracy of the square root sum of squares (SRSS), which is a simplified method used to combine different uncertainty sources to calculate the total response uncertainty, is evaluated through comparison with test data.
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation of Seismic Uncertainty Propagation through Shake Table Tests
    typeJournal Paper
    journal volume144
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001975
    page6017009
    treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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