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    Review of Literature on Performance of Coastal Residential Buildings under Hurricane Conditions and Lessons Learned

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 006
    Author:
    Mehrshad Amini
    ,
    Ali M. Memari
    DOI: 10.1061/(ASCE)CF.1943-5509.0001509
    Publisher: ASCE
    Abstract: Coastal residential buildings have suffered significant damage during recent hurricanes, which illustrates the poor performance of coastal structures. This paper reviews the performance of coastal residential buildings with respect to direct and indirect damage, and subsequent mitigation techniques are discussed according to hurricane wind and flood-related hazards. The results show that building systems other than conventional wood frames have better performance during strong hurricanes. Regardless of building materials and systems, envelope systems and roofs are more susceptible to wind-induced damage compared to structural components. Therefore, selecting adequate connection systems, suitable wind-resistant materials, and appropriate installation methods for wall/roof coverings can significantly reduce the level of wind-induced damage. Regarding flood-related hazards, surge and subsequent wave heights cause inevitable damage to nonelevated or low elevated buildings once a flood reaches the first-floor level. Furthermore, many elevated buildings surviving a flood can still be vulnerable to wind-induced damage, particularly envelope systems due to the fact that the house would be exposed to higher wind pressures. As a result, selecting the appropriate foundation system and using flood-resistant materials below the base flood elevation can reduce flood-induced damage to residential buildings in coastal regions.
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      Review of Literature on Performance of Coastal Residential Buildings under Hurricane Conditions and Lessons Learned

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268239
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    • Journal of Performance of Constructed Facilities

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    contributor authorMehrshad Amini
    contributor authorAli M. Memari
    date accessioned2022-01-30T21:27:39Z
    date available2022-01-30T21:27:39Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29CF.1943-5509.0001509.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268239
    description abstractCoastal residential buildings have suffered significant damage during recent hurricanes, which illustrates the poor performance of coastal structures. This paper reviews the performance of coastal residential buildings with respect to direct and indirect damage, and subsequent mitigation techniques are discussed according to hurricane wind and flood-related hazards. The results show that building systems other than conventional wood frames have better performance during strong hurricanes. Regardless of building materials and systems, envelope systems and roofs are more susceptible to wind-induced damage compared to structural components. Therefore, selecting adequate connection systems, suitable wind-resistant materials, and appropriate installation methods for wall/roof coverings can significantly reduce the level of wind-induced damage. Regarding flood-related hazards, surge and subsequent wave heights cause inevitable damage to nonelevated or low elevated buildings once a flood reaches the first-floor level. Furthermore, many elevated buildings surviving a flood can still be vulnerable to wind-induced damage, particularly envelope systems due to the fact that the house would be exposed to higher wind pressures. As a result, selecting the appropriate foundation system and using flood-resistant materials below the base flood elevation can reduce flood-induced damage to residential buildings in coastal regions.
    publisherASCE
    titleReview of Literature on Performance of Coastal Residential Buildings under Hurricane Conditions and Lessons Learned
    typeJournal Paper
    journal volume34
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001509
    page26
    treeJournal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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