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    Comparisons of Aerodynamic Data with the Main Wind Force–Resisting System Provisions of ASCE 7-16. II: Mid- and High-Rise Buildings

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003::page 04020348-1
    Author:
    Jin Wang
    ,
    Gregory A. Kopp
    DOI: 10.1061/(ASCE)ST.1943-541X.0002922
    Publisher: ASCE
    Abstract: The purpose of this study is to investigate the effects of building geometry on tall-building aerodynamics, accompanying the analysis for low-rise buildings found in the companion paper. Aerodynamic data for total of 30 rectangular-plan buildings were obtained in wind tunnel experiments. This work tested building configurations with plan aspect ratios, L/B (where L is the horizontal dimension parallel to the wind and B is the across-wind dimension) ranging from 0.25 to 4 and height ratios, H/W (where H is roof height and W is the least horizontal dimension) ranging from 1 to 12. Additionally, this work made systematical comparisons with wind load provisions in Chapter 27 of ASCE 7-16. Buildings with ratios of H/W>∼4 have aerodynamic coefficients that are approximately constant, which means that this can be a practical aerodynamic definition of high-rise buildings. There is continuous variation of the aerodynamic coefficients for H/W<4 such that differentiation of mid-rise and low-rise buildings may be considered as arbitrary from an aerodynamics perspective. Wind load coefficients for mid-rise buildings are observed to be lower than for high-rise buildings. However, for both mid-rise and high-rise buildings, largest load coefficients are observed for L/B∼0.67. The plan ratio of L/B captures the variation of the load coefficients for high-rise buildings. For lower buildings, both L/B and H/W ratios are needed to define the wind loads.
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      Comparisons of Aerodynamic Data with the Main Wind Force&#x2013;Resisting System Provisions of ASCE 7-16. II: Mid- and High-Rise Buildings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270299
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    contributor authorJin Wang
    contributor authorGregory A. Kopp
    date accessioned2022-01-31T23:45:23Z
    date available2022-01-31T23:45:23Z
    date issued3/1/2021
    identifier other%28ASCE%29ST.1943-541X.0002922.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270299
    description abstractThe purpose of this study is to investigate the effects of building geometry on tall-building aerodynamics, accompanying the analysis for low-rise buildings found in the companion paper. Aerodynamic data for total of 30 rectangular-plan buildings were obtained in wind tunnel experiments. This work tested building configurations with plan aspect ratios, L/B (where L is the horizontal dimension parallel to the wind and B is the across-wind dimension) ranging from 0.25 to 4 and height ratios, H/W (where H is roof height and W is the least horizontal dimension) ranging from 1 to 12. Additionally, this work made systematical comparisons with wind load provisions in Chapter 27 of ASCE 7-16. Buildings with ratios of H/W>∼4 have aerodynamic coefficients that are approximately constant, which means that this can be a practical aerodynamic definition of high-rise buildings. There is continuous variation of the aerodynamic coefficients for H/W<4 such that differentiation of mid-rise and low-rise buildings may be considered as arbitrary from an aerodynamics perspective. Wind load coefficients for mid-rise buildings are observed to be lower than for high-rise buildings. However, for both mid-rise and high-rise buildings, largest load coefficients are observed for L/B∼0.67. The plan ratio of L/B captures the variation of the load coefficients for high-rise buildings. For lower buildings, both L/B and H/W ratios are needed to define the wind loads.
    publisherASCE
    titleComparisons of Aerodynamic Data with the Main Wind Force–Resisting System Provisions of ASCE 7-16. II: Mid- and High-Rise Buildings
    typeJournal Paper
    journal volume147
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002922
    journal fristpage04020348-1
    journal lastpage04020348-18
    page18
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003
    contenttypeFulltext
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