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• W90044928 abstract "Various base isolation schemes have been implemented to isolate a structure from intense base excitations. In this paper, performance of a friction sliding bearing with nonlinear restoring mechanism is studied on a three-storey steel moment-resisting frame building under varying seismic hazard conditions. The performance of the proposed system is compared with that of the fixed-base and with only the friction sliding bearing. For this purpose, the effectiveness of the proposed isolation system is evaluated in terms of the residual displacement, peak inter-storey drift and the maximum base displacement. It is envisioned that a system as proposed here, if optimized for a target hazard situation, will result in a cost-effective solution." @default.
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• W90044928 date "2012-01-01" @default.
• W90044928 modified "2023-09-25" @default.
• W90044928 title "On Development of a New Seismic Base Isolation System" @default.
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• W90044928 doi "https://doi.org/10.1007/978-3-642-33362-0_45" @default.
• W90044928 hasPublicationYear "2012" @default.
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