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- W2355946571 abstract "According to the characteristics of spatial asymmetric structural framework,the numerical simulation method was adopted for the analysis of the response of asymmetric structures with the friction pendulum seismic isolation system in rare earthquakes measuring 8on the Richter scale,and friction pendulum isolation layers of three different groups of damping value were set for comparison and contrast.The results showed that the friction pendulum system significantly reduced the seismic response of the upper structure.The damping value of isolation layers could be reasonably set and the displacement of isolation layers and the upper structure could be modified for effectively controlling of the horizontal displacement and torsional vibration of isolation layers and lateral-torsional coupling effects,with bottom columns bearing the force of gravity only." @default.
- W2355946571 created "2016-06-24" @default.
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- W2355946571 date "2014-01-01" @default.
- W2355946571 modified "2023-09-25" @default.
- W2355946571 title "Seismic Analysis of Asymmetric Concrete Frame Structure Based on Friction Pendulum System" @default.
- W2355946571 hasPublicationYear "2014" @default.
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