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    Hybrid Seismic Response Simulation on a Geographically Distributed Bridge Model

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author:
    Gilberto Mosqueda
    ,
    Bozidar Stojadinovic
    ,
    Jason Hanley
    ,
    Mettupalayam Sivaselvan
    ,
    Andrei M. Reinhorn
    DOI: 10.1061/(ASCE)0733-9445(2008)134:4(535)
    Publisher: American Society of Civil Engineers
    Abstract: The hybrid simulation test method is a versatile technique for evaluating the seismic performance of structures by seamlessly integrating both physical and numerical simulations of substructures into a single test model. Using hybrid simulation, the seismic response of complex structural systems partitioned into multiple large-scale experimental and numerical substructures at networked geographically distributed experimental and computational facilities can be evaluated. A scalable framework with a fault-tolerant distributed controller is presented to support the implementation of advanced hybrid testing methods with distributed substructures. The control strategy is based on a multithreaded simulation coordinator for parallel communication with remote sites and an event-driven controller at each remote experimental site to implement continuous loading. The distributed controller provides faster rates of testing and improved accuracy in the simulation results. The effectiveness of the proposed framework is demonstrated by computing the earthquake response of a six-span bridge model with multiple remote experimental and numerical column substructures distributed within NEES laboratories across the United States. Further, the distributed tests were implemented using a secure network link between the testing sites that was developed for the NEES cyber infrastructure.
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      Hybrid Seismic Response Simulation on a Geographically Distributed Bridge Model

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/35213
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    • Journal of Structural Engineering

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    contributor authorGilberto Mosqueda
    contributor authorBozidar Stojadinovic
    contributor authorJason Hanley
    contributor authorMettupalayam Sivaselvan
    contributor authorAndrei M. Reinhorn
    date accessioned2017-05-08T21:00:31Z
    date available2017-05-08T21:00:31Z
    date copyrightApril 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A4%28535%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35213
    description abstractThe hybrid simulation test method is a versatile technique for evaluating the seismic performance of structures by seamlessly integrating both physical and numerical simulations of substructures into a single test model. Using hybrid simulation, the seismic response of complex structural systems partitioned into multiple large-scale experimental and numerical substructures at networked geographically distributed experimental and computational facilities can be evaluated. A scalable framework with a fault-tolerant distributed controller is presented to support the implementation of advanced hybrid testing methods with distributed substructures. The control strategy is based on a multithreaded simulation coordinator for parallel communication with remote sites and an event-driven controller at each remote experimental site to implement continuous loading. The distributed controller provides faster rates of testing and improved accuracy in the simulation results. The effectiveness of the proposed framework is demonstrated by computing the earthquake response of a six-span bridge model with multiple remote experimental and numerical column substructures distributed within NEES laboratories across the United States. Further, the distributed tests were implemented using a secure network link between the testing sites that was developed for the NEES cyber infrastructure.
    publisherAmerican Society of Civil Engineers
    titleHybrid Seismic Response Simulation on a Geographically Distributed Bridge Model
    typeJournal Paper
    journal volume134
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:4(535)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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