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    Accurate Application and Second-Order Improvement of SAC/FEMA Probabilistic Formats for Seismic Performance Assessment<sup>1</sup>

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Dimitrios Vamvatsikos
    DOI: 10.1061/(ASCE)ST.1943-541X.0000774
    Publisher: American Society of Civil Engineers
    Abstract: The SEAONC/ATC/CUREE (SAC/FEMA) probabilistic framework is based on a closed-form expression to estimate analytically the value of the risk integral convolving seismic hazard and structural response. Despite its practicality, implementation has been hindered by reduced accuracy due to a number of approximations that are needed to achieve a desirable form, the most significant being the power-law fitting of the seismic hazard curve. To mitigate this problem, two approaches are given: (1) selecting an appropriately biased power-law fit, and (2) offering a novel closed-form expression involving a second-order approximation. Where blind application of the original format could involve errors in excess of 100% for the predicted mean annual frequency of limit-state (LS) exceedance, biased fitting reduces it to less than 50% for many practical cases, whereas the new closed-form expression consistently brings it below 10%. While other sources of error still remain, the robustness achieved opens new avenues of application for this popular format.
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      Accurate Application and Second-Order Improvement of SAC/FEMA Probabilistic Formats for Seismic Performance Assessment<sup>1</sup>

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68706
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    contributor authorDimitrios Vamvatsikos
    date accessioned2017-05-08T22:00:31Z
    date available2017-05-08T22:00:31Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E0000817.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68706
    description abstractThe SEAONC/ATC/CUREE (SAC/FEMA) probabilistic framework is based on a closed-form expression to estimate analytically the value of the risk integral convolving seismic hazard and structural response. Despite its practicality, implementation has been hindered by reduced accuracy due to a number of approximations that are needed to achieve a desirable form, the most significant being the power-law fitting of the seismic hazard curve. To mitigate this problem, two approaches are given: (1) selecting an appropriately biased power-law fit, and (2) offering a novel closed-form expression involving a second-order approximation. Where blind application of the original format could involve errors in excess of 100% for the predicted mean annual frequency of limit-state (LS) exceedance, biased fitting reduces it to less than 50% for many practical cases, whereas the new closed-form expression consistently brings it below 10%. While other sources of error still remain, the robustness achieved opens new avenues of application for this popular format.
    publisherAmerican Society of Civil Engineers
    titleAccurate Application and Second-Order Improvement of SAC/FEMA Probabilistic Formats for Seismic Performance Assessment1
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000774
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    contenttypeFulltext
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