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    Tsunami-Like Wave Forces on an Elevated Coastal Structure: Effects of Flow Shielding and Channeling

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author:
    Andrew O. Winter
    ,
    Mohammad S. Alam
    ,
    Krishnendu Shekhar
    ,
    Michael R. Motley
    ,
    Marc O. Eberhard
    ,
    Andre R. Barbosa
    ,
    Pedro Lomonaco
    ,
    Pedro Arduino
    ,
    Daniel T. Cox
    DOI: 10.1061/(ASCE)WW.1943-5460.0000581
    Publisher: ASCE
    Abstract: During a tsunami event, neighboring structures can significantly influence the forces experienced by an individual structure within an urban community. To assess the effects of adjacent structures on the resulting fluid flow, and the corresponding pressures and forces exerted on a structure, two tsunami-like waves were generated in the Large Wave Flume at the Hinsdale Wave Research Laboratory (HWRL) at Oregon State University. The forces and pressures on an elevated structure were measured for a reference geometry without neighboring structures, as well as for five structure configurations that included one or two neighboring structures arranged in layouts meant to be representative of prototypical rectangular buildings in subsections of a coastal community. Results showed that adjacent structures can shield a structure from the flow, causing decreased total forces with increasing blockage ratios. However, local channelization of the flow was found to increase local pressures, increasing the demands on structural components. Comparisons with ASCE 7-16 methods for determining force increase ratios due to channeling showed strong agreement for channeling-dominated configurations and bore-like waves that broke before impacting the elevated structure. In contrast, shielding-dominated configurations and waves that were unbroken on impacting the elevated structure showed that the ASCE 7-16 methods would overestimate force increase ratios.
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      Tsunami-Like Wave Forces on an Elevated Coastal Structure: Effects of Flow Shielding and Channeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4264778
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorAndrew O. Winter
    contributor authorMohammad S. Alam
    contributor authorKrishnendu Shekhar
    contributor authorMichael R. Motley
    contributor authorMarc O. Eberhard
    contributor authorAndre R. Barbosa
    contributor authorPedro Lomonaco
    contributor authorPedro Arduino
    contributor authorDaniel T. Cox
    date accessioned2022-01-30T19:10:04Z
    date available2022-01-30T19:10:04Z
    date issued2020
    identifier other%28ASCE%29WW.1943-5460.0000581.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264778
    description abstractDuring a tsunami event, neighboring structures can significantly influence the forces experienced by an individual structure within an urban community. To assess the effects of adjacent structures on the resulting fluid flow, and the corresponding pressures and forces exerted on a structure, two tsunami-like waves were generated in the Large Wave Flume at the Hinsdale Wave Research Laboratory (HWRL) at Oregon State University. The forces and pressures on an elevated structure were measured for a reference geometry without neighboring structures, as well as for five structure configurations that included one or two neighboring structures arranged in layouts meant to be representative of prototypical rectangular buildings in subsections of a coastal community. Results showed that adjacent structures can shield a structure from the flow, causing decreased total forces with increasing blockage ratios. However, local channelization of the flow was found to increase local pressures, increasing the demands on structural components. Comparisons with ASCE 7-16 methods for determining force increase ratios due to channeling showed strong agreement for channeling-dominated configurations and bore-like waves that broke before impacting the elevated structure. In contrast, shielding-dominated configurations and waves that were unbroken on impacting the elevated structure showed that the ASCE 7-16 methods would overestimate force increase ratios.
    publisherASCE
    titleTsunami-Like Wave Forces on an Elevated Coastal Structure: Effects of Flow Shielding and Channeling
    typeJournal Paper
    journal volume146
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000581
    page04020021
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
    contenttypeFulltext
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