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作 者:MaXing WangZhonggang DengHongzhou WangZhaomin
机构地区:[1]DepartmentofEngineeringMechanicsandTechnology,TongjiUniversity,Shanghai200092,China [2]DepartmentofCivilEngineering,TongjiUniversity,Shanghai200092,China
出 处:《Acta Mechanica Solida Sinica》2004年第2期166-171,共6页固体力学学报(英文版)
基 金:Project supported by the National Natural Science Foundation of China (No. 59778030).
摘 要:A frequency-domain algorithm is presented for the dynamic analysis of guyed masts. By introducing a four-degrees-of-freedom model of a suspended cable, guyed masts are simpli?ed as an equivalent cable-beam model. Then, based on the discrete random vibration theory, recurrence formulas for the statistical moments of the wind-induced behavior of guyed masts are developed with the wind load treated as ?ltered white noise excitation. The dynamic analysis of a two-level guyed mast has been illustrated. Finally, results from a wind-tunnel experiment of guyed mast are used to testify the theory developed in this paper.A frequency-domain algorithm is presented for the dynamic analysis of guyed masts. By introducing a four-degrees-of-freedom model of a suspended cable, guyed masts are simpli?ed as an equivalent cable-beam model. Then, based on the discrete random vibration theory, recurrence formulas for the statistical moments of the wind-induced behavior of guyed masts are developed with the wind load treated as ?ltered white noise excitation. The dynamic analysis of a two-level guyed mast has been illustrated. Finally, results from a wind-tunnel experiment of guyed mast are used to testify the theory developed in this paper.
关 键 词:guyed masts four-degrees-of-freedom cable model discrete random vibration wind tunnel experiment
分 类 号:TM246[一般工业技术—材料科学与工程] O324[电气工程—电工理论与新技术]
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