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- W2385044520 abstract "In order to obtain wind loads on a torsion shaped high-rise building with outer pierced ornament structure,wind tunnel testing method was employed.The distribution characteristics of wind pressures and resultant forces on the torsion shaped high-rise building were analyzed.The influence of the ornament structure on wind pressure distribution of the main building was investigated.The wind pressure distribution on the ornament structure itself was also studied.Finally,the resultant forces on the torsion shaped high-rise building with or without the ornament structure were compared.Results show that the torsion shape has significant influences on the local wind pressures and torsional moments of the building and has insignificant influences on the resultant forces in X and Y directions of the building.The ornament structure has insignificant influences on the pressures in the windward and leeward surfaces of the main structure.However,the mean and fluctuating wind loads on the side wind surface of the main structure can be reduced significantly due to the influence of the ornament structure,resulting in a reduction in peak negative pressure which is quite beneficial for wind-resistant design of enclosure structures.The wind pressures on the inner and outer surfaces of the ornament structure are quite close,indicating that the net wind pressures on the ornament structure are very low.Totally speaking,the ornament structure has a insignificant influence on mean wind loads of the main building,but it can reduce the fluctuating wind loads on the main building to some extent.As a result,the wind-resistant design of the main building is beneficial from the existing of the ornament structure." @default.
- W2385044520 created "2016-06-24" @default.
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- W2385044520 date "2013-01-01" @default.
- W2385044520 modified "2023-09-28" @default.
- W2385044520 title "Study of wind loads on torsion shaped high-rise building with outer pierced ornament structure" @default.
- W2385044520 hasPublicationYear "2013" @default.
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