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dc.contributor.authorDavila Delgado Juan Manuel;Butler Liam J.;Brilakis Ioannis;Elshafie Mohammed Z. E. B.;Middleton Campbell R.
dc.date.accessioned2019-02-26T07:56:03Z
dc.date.available2019-02-26T07:56:03Z
dc.date.issued2018
dc.identifier.other%28ASCE%29CP.1943-5487.0000749.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250369
dc.description.abstractStructural health monitoring data has not been fully leveraged to support asset management due to a lack of effective integration with other data sets. A building information modeling (BIM) approach is presented to leverage structural monitoring data in a dynamic manner. The approach allows for the automatic generation of parametric BIM models of structural monitoring systems that include time-series sensor data, and it enables data-driven and dynamic visualization in an interactive 3D environment. The approach supports dynamic visualization of key structural performance parameters, allows for the seamless updating and long-term management of data, and facilitates data exchange by generating models compliant with industry foundation classes (IFC). A newly constructed bridge near Stafford, United Kingdom, with an integrated fiber-optic sensor–based monitoring system was used to test the capabilities of the developed approach. The case study demonstrated how the developed approach facilitates more intuitive data interpretation; provides a user-friendly interface to communicate with various stakeholders; allows for the identification of malfunctioning sensors, thus contributing to the assessment of monitoring system durability; and forms the basis for a powerful data-driven asset management tool. In addition, this project highlights the potential benefits of investing in the development of data-driven and dynamic BIM environments.
dc.publisherAmerican Society of Civil Engineers
dc.titleStructural Performance Monitoring Using a Dynamic Data-Driven BIM Environment
dc.typeJournal Paper
dc.journal.volume32
dc.journal.issue3
dc.journal.titleJournal of Computing in Civil Engineering
dc.identifier.doi10.1061/(ASCE)CP.1943-5487.0000749
dc.page4018009
dc.treeJournal of Computing in Civil Engineering:;2018:;Volume ( 032 ):;issue: 003
dc.contenttypeFulltext


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