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• W2897286463 abstract "This paper reports on results of nonlinear analyses performed within the RINTC project on an RC building isolated with different systems (High Damping Rubber Bearings, High Damping Rubber Bearings and Flat Sliding Bearings, Friction Pendulum System) and designed according to the Italian design code. The seismic response has been evaluated under different seismic input levels of two sites with different hazard and by considering two Limit States: Global Collapse and Usability-Preventing Damage. The influence of seismic stoppers and modelling uncertainties is also evaluated. Results permit to compute the implicit collapse risk and to identify critical aspects of current design procedures." @default.
• W2897286463 created "2018-10-26" @default.
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• W2897286463 date "2018-10-16" @default.
• W2897286463 modified "2023-10-16" @default.
• W2897286463 title "Modelling and Seismic Response Analysis of Italian Code-Conforming Base-Isolated Buildings" @default.
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• W2897286463 doi "https://doi.org/10.1080/13632469.2018.1527263" @default.
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