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    Instrumentation and Monitoring of a Distressed Multistory Underground Parking Garage

    Source: Journal of Performance of Constructed Facilities:;2001:;Volume ( 015 ):;issue: 003
    Author:
    Magued Iskander
    ,
    Walid Aboumoussa
    ,
    Pierre Gouvin
    DOI: 10.1061/(ASCE)0887-3828(2001)15:3(115)
    Publisher: American Society of Civil Engineers
    Abstract: An instrumentation program was undertaken to monitor the movements of a multistory underground parking structure exhibiting signs of large deformation and severe structural distress including the failure of a column. The structure is a four-story reinforced concrete building with a rectangular footprint measuring 52.42 × 71.32 m. The building's structural system consists of reinforced concrete waffle slabs resting on rectangular reinforced concrete columns. The instrumentation plan included the installation of eight vibrating-wire displacement transducers to monitor displacements and 24 electrolytic tiltmeters to monitor inclinations. The instrument data was recorded hourly and read via a remote site modem connected to a datalogger. This paper describes the instrumentation program and the procedures associated with the installation of the instruments. A summary and a brief interpretation of typical measurements are presented, along with a discussion of lessons learned and recommendations for similar projects.
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      Instrumentation and Monitoring of a Distressed Multistory Underground Parking Garage

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44251
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    contributor authorMagued Iskander
    contributor authorWalid Aboumoussa
    contributor authorPierre Gouvin
    date accessioned2017-05-08T21:14:57Z
    date available2017-05-08T21:14:57Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%290887-3828%282001%2915%3A3%28115%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44251
    description abstractAn instrumentation program was undertaken to monitor the movements of a multistory underground parking structure exhibiting signs of large deformation and severe structural distress including the failure of a column. The structure is a four-story reinforced concrete building with a rectangular footprint measuring 52.42 × 71.32 m. The building's structural system consists of reinforced concrete waffle slabs resting on rectangular reinforced concrete columns. The instrumentation plan included the installation of eight vibrating-wire displacement transducers to monitor displacements and 24 electrolytic tiltmeters to monitor inclinations. The instrument data was recorded hourly and read via a remote site modem connected to a datalogger. This paper describes the instrumentation program and the procedures associated with the installation of the instruments. A summary and a brief interpretation of typical measurements are presented, along with a discussion of lessons learned and recommendations for similar projects.
    publisherAmerican Society of Civil Engineers
    titleInstrumentation and Monitoring of a Distressed Multistory Underground Parking Garage
    typeJournal Paper
    journal volume15
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2001)15:3(115)
    treeJournal of Performance of Constructed Facilities:;2001:;Volume ( 015 ):;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
    yabeshDSpacePersian