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- W2387816557 abstract "It is required to keep stable for a sliding isolation structure under wind load. Several methods are applied to study the wind resisting stability of the sliding isolation structure in different coefficients of friction and reference wind pressures: (1)equivalent static method considering the 1st mode;(2)transient dynamic analysis method that turbulent wind is simulated by wave superposition method on the basis of given function of power spectrum density;(3)probability method according to the function of power spectrum density. Numerical results show that wind loads obtained by the transient dynamic analysis method and the probability method are approximated, both are more than the wind load obtained by the equivalent static method. The sliding isolation structure with coefficient of friction being 0.1 can satisfy the wind resisting stability where the reference wind pressure is less than 0.90 kN/m2." @default.
- W2387816557 created "2016-06-24" @default.
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- W2387816557 date "2007-01-01" @default.
- W2387816557 modified "2023-09-28" @default.
- W2387816557 title "Analysis of wind resisting stability of a sliding isolation structure" @default.
- W2387816557 hasPublicationYear "2007" @default.
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