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Aeroelastic modeling of wind loading on a cable-net supported glass wall 被引量:1
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作者 Zhifu Gu Letian Yang Yan Li Bin Chen 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2010年第3期409-415,共7页
Wind loading study on a cable-net supported glass wall is conducted by means of wind tunnel tests. An equiva- lent aeroelastic model is designed and constructed. Response of displacements of the wall is measured and a... Wind loading study on a cable-net supported glass wall is conducted by means of wind tunnel tests. An equiva- lent aeroelastic model is designed and constructed. Response of displacements of the wall is measured and analyzed. In order to design a glass wall under wind loading, the "wind- vibration factor" is estimated and discussed. In fact, the mech- anism of wind acting on the wall is commonly known not only as positive pressure, but also as negative pressure caused by the flow separation on the corners of the building. Due to the diffidence in the mechanism of wind acting, two typi- cal response cases are classified. The results show that the dynamic response of the structure caused by the negative pressure is stronger than that of the positive pressure case. To determine the aerodynamic wind loading on a flexible part of structure on a building, wind tunnel study may be useful and play an important role. 展开更多
关键词 Wind tunnel study Cable-net supported glasswall - wind-vibration factor Aeroelastic model
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