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- W2800182017 abstract "In this paper, cable isolators with applications in the field of vibration and shocks imported into steel structures and isolated equipment are investigated. The aim of this study is to examine the effect of wire rope isolators by combining friction isolators in steel structures, as well as to obtain the seismic response of isolated structures at base, and to investigate the effect of this isolator on the seismic response based on the nonlinear time history analysis which is the method of our research. Incremental Dynamic Analysis (IDA) is used to evaluate the seismic capacity demand of steel moment frames. In the IDA, spectral acceleration at the first-mode period of vibration with 5 percent damping (Sa(<mml:math xmlns:mml=http://www.w3.org/1998/Math/MathML><mml:msub><mml:mrow><mml:mi>T</mml:mi></mml:mrow><mml:mrow><mml:mn>1</mml:mn></mml:mrow></mml:msub></mml:math>, 5 %)) has been used as an Intensity Measure (IM) , which has the less dispersion for far-fault records. The fragility curves of the structures have been presented for different performance levels." @default.
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- W2800182017 date "2018-04-20" @default.
- W2800182017 modified "2023-09-26" @default.
- W2800182017 title "Seismic response of steel structures with wire rope isolators at base" @default.
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- W2800182017 doi "https://doi.org/10.21595/vp.2018.19866" @default.
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