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    Smartphone-Based Bridge Seismic Monitoring System and Long-Term Field Application Tests

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author:
    Ashish Shrestha
    ,
    Ji Dang
    ,
    Xin Wang
    ,
    Shogo Matsunaga
    DOI: 10.1061/(ASCE)ST.1943-541X.0002513
    Publisher: ASCE
    Abstract: In this study, a bridge seismic monitoring system was developed based on smartphones connected together in the same project as a sensor network using a cloud server for easy upload and access to data. Thus, a decentralized structural seismic monitoring network was established using easy-to-install smartphones as both sensing cells and intelligence neurons. A long-term field test of this system was performed on Japan’s Takamatsu bridge. Smartphones with the monitoring application were deployed at six different locations inside the bridge’s concrete box girder. The system was connected to a cloud server for real-time data uploading and remote control. Inconsistent sampling rates and faulty sensor readings were identified to be two major problems with the use of the proposed system; however, correction methods were also proposed accordingly. A few seismic acceleration response records of the Takamatsu bridge were captured during the more than one-year operation period. Dynamic properties extracted from this system were compared with those of reference seismometers to verify its viability and accuracy.
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      Smartphone-Based Bridge Seismic Monitoring System and Long-Term Field Application Tests

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4266544
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    • Journal of Structural Engineering

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    contributor authorAshish Shrestha
    contributor authorJi Dang
    contributor authorXin Wang
    contributor authorShogo Matsunaga
    date accessioned2022-01-30T20:07:02Z
    date available2022-01-30T20:07:02Z
    date issued2020
    identifier other%28ASCE%29ST.1943-541X.0002513.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266544
    description abstractIn this study, a bridge seismic monitoring system was developed based on smartphones connected together in the same project as a sensor network using a cloud server for easy upload and access to data. Thus, a decentralized structural seismic monitoring network was established using easy-to-install smartphones as both sensing cells and intelligence neurons. A long-term field test of this system was performed on Japan’s Takamatsu bridge. Smartphones with the monitoring application were deployed at six different locations inside the bridge’s concrete box girder. The system was connected to a cloud server for real-time data uploading and remote control. Inconsistent sampling rates and faulty sensor readings were identified to be two major problems with the use of the proposed system; however, correction methods were also proposed accordingly. A few seismic acceleration response records of the Takamatsu bridge were captured during the more than one-year operation period. Dynamic properties extracted from this system were compared with those of reference seismometers to verify its viability and accuracy.
    publisherASCE
    titleSmartphone-Based Bridge Seismic Monitoring System and Long-Term Field Application Tests
    typeJournal Paper
    journal volume146
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002513
    page04019208
    treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    contenttypeFulltext
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