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    Non-Gaussian Wind Pressure on Prismatic Buildings. II: Numerical Simulation

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author:
    Massimiliano Gioffrè
    ,
    Vittorio Gusella
    ,
    Mircea Grigoriu
    DOI: 10.1061/(ASCE)0733-9445(2001)127:9(990)
    Publisher: American Society of Civil Engineers
    Abstract: The present study is the logical successor to a preceding paper where the nature of wind pressures on a tall building was investigated by wind tunnel experimental tests. The statistical analysis showed that the pressure time series recorded in separated flow regions have significant non-Gaussian features. The results of this experimental work are used here to develop a suitable procedure to simulate the wind pressure time series on prismatic buildings. This procedure is based on translation processes. It is shown that the proposed method is very attractive for simulation based on experimental data because the translation processes are completely characterized by marginal distributions and covariance functions, which can be easily estimated. The obtained results show that a very high accuracy is achieved. The efficiency of the proposed procedure is related to the exact calculation of the covariance function and the complete utilization of the information given by the marginal distribution. Moreover, time-consuming procedures are avoided.
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      Non-Gaussian Wind Pressure on Prismatic Buildings. II: Numerical Simulation

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    contributor authorMassimiliano Gioffrè
    contributor authorVittorio Gusella
    contributor authorMircea Grigoriu
    date accessioned2017-05-08T20:58:08Z
    date available2017-05-08T20:58:08Z
    date copyrightSeptember 2001
    date issued2001
    identifier other%28asce%290733-9445%282001%29127%3A9%28990%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33690
    description abstractThe present study is the logical successor to a preceding paper where the nature of wind pressures on a tall building was investigated by wind tunnel experimental tests. The statistical analysis showed that the pressure time series recorded in separated flow regions have significant non-Gaussian features. The results of this experimental work are used here to develop a suitable procedure to simulate the wind pressure time series on prismatic buildings. This procedure is based on translation processes. It is shown that the proposed method is very attractive for simulation based on experimental data because the translation processes are completely characterized by marginal distributions and covariance functions, which can be easily estimated. The obtained results show that a very high accuracy is achieved. The efficiency of the proposed procedure is related to the exact calculation of the covariance function and the complete utilization of the information given by the marginal distribution. Moreover, time-consuming procedures are avoided.
    publisherAmerican Society of Civil Engineers
    titleNon-Gaussian Wind Pressure on Prismatic Buildings. II: Numerical Simulation
    typeJournal Paper
    journal volume127
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2001)127:9(990)
    treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009
    contenttypeFulltext
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