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- W2365407364 abstract "The rolling friction energy principle of RFPS isolation system has been expounded in this paper.The non-linear differential equation is derived according to the theorem of kinematic energy and the theory of multiply body dynamics.The solving program which made by Newmark–β method is based on MATLAB.The dynamic response of the equation of six level frame structure under earthquake effect is calculated.The isolation performance of the roller friction isolation system is analyzed.Through comparing with the Isolation performance of the structure of with no isolation bearings and then evaluate its isolation effect." @default.
- W2365407364 created "2016-06-24" @default.
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- W2365407364 date "2012-01-01" @default.
- W2365407364 modified "2023-09-28" @default.
- W2365407364 title "Research about Seismic Isolating Effect of the Structure with RFPS Bearing" @default.
- W2365407364 hasPublicationYear "2012" @default.
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