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- W1869577679 abstract "The current investigation examines effects of the vertical component of earthquake on the base-isolated structures response using friction pendulum system. The structure has been idealized as a 4-story shear type building resting on a friction pendulum system, and the coupled differential motion equations of isolated system are derived and solved in incremental form, using Newmark β-method. Based on the extracted equations, a computer program was developed, which simulates the response of multistory friction pendulum base-isolated buildings with the inclusion of the vertical component of earthquake. Under five near fault earthquakes, effects of vertical ground motion on the multistory friction pendulum base-isolated buildings by varying the main system parameters were studied. These parameters included isolation period, superstructure period, friction coefficient of sliding surface, base to story mass ratio and superstructure damping ratio. The study was carried out with the help of the aforementioned sof..." @default.
- W1869577679 created "2016-06-24" @default.
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- W1869577679 date "2011-10-01" @default.
- W1869577679 modified "2023-09-30" @default.
- W1869577679 title "Response of multistory friction pendulum base-isolated buildings including the vertical component of earthquakes" @default.
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- W1869577679 doi "https://doi.org/10.1139/l11-064" @default.
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