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    Inspection and Numerical Modeling of Cracking in Existing Nonbearing Walls

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    Author:
    Esteves Tiago;Flores-Colen Inês;Silva Cristina Matos
    DOI: 10.1061/(ASCE)CF.1943-5509.0001169
    Publisher: American Society of Civil Engineers
    Abstract: Cracking of nonbearing walls is not a problem of structural safety but is a source of nonfunctionality problems within the building. Cracking is one of the most common anomalies identified in facades during building inspections and affects the buildings’ in-service performance and durability. These inspections should be complemented with numerical modeling that can simulate the in-service cracking phenomena and help (1) improve the accuracy of the diagnosis in existing buildings, and (2) accomplish better construction practices. The objective of this work is to evaluate cracks in existing facades through inspections and then use the real conditions to validate numerical models. This work can help predict critical zones where it is more probable for cracks to appear in nonbearing walls. Moreover, it is essential to define specific constructive details for these cases and improve design projects, in-service performance, and durability of buildings.
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      Inspection and Numerical Modeling of Cracking in Existing Nonbearing Walls

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4248495
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    contributor authorEsteves Tiago;Flores-Colen Inês;Silva Cristina Matos
    date accessioned2019-02-26T07:38:58Z
    date available2019-02-26T07:38:58Z
    date issued2018
    identifier other%28ASCE%29CF.1943-5509.0001169.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248495
    description abstractCracking of nonbearing walls is not a problem of structural safety but is a source of nonfunctionality problems within the building. Cracking is one of the most common anomalies identified in facades during building inspections and affects the buildings’ in-service performance and durability. These inspections should be complemented with numerical modeling that can simulate the in-service cracking phenomena and help (1) improve the accuracy of the diagnosis in existing buildings, and (2) accomplish better construction practices. The objective of this work is to evaluate cracks in existing facades through inspections and then use the real conditions to validate numerical models. This work can help predict critical zones where it is more probable for cracks to appear in nonbearing walls. Moreover, it is essential to define specific constructive details for these cases and improve design projects, in-service performance, and durability of buildings.
    publisherAmerican Society of Civil Engineers
    titleInspection and Numerical Modeling of Cracking in Existing Nonbearing Walls
    typeJournal Paper
    journal volume32
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001169
    page4018033
    treeJournal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    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