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- W2912138754 abstract "Abstract In a vertical seismic isolation (VSI) system, an individual structure is partitioned in a vertical isolation plane into two dynamically different substructures interconnected by a mechanism. In this way, response reduction is expected in each substructure when compared to the original non-partitioned structure. In this study, the features of an SDOF with nonlinear viscous dampers (NVDs) subjected to harmonic loading have first been investigated, and a criterion has been proposed for evaluating their seismic behavior by comparing to that of linear viscous damper (LVD) based on damper force capacity. Then, by using a set of earthquakes with a wide range of dominant periods, and conducting a series of nonlinear time history analyses, the application of NVDs in the VSI has been thoroughly studied in regard to substructure displacement and acceleration response reduction. In these analyses, the interaction effect of isolation ratios and link parameters on response control of the VSI system was explored. The investigation of NVDs was carried out equating the viscous damper force in different velocity exponents with the corresponding LVD. Results did not indicate a preferable performance of NVDs over an LVD. Yet, employing appropriate link parameters proportional to mass and stiffness ratios could lead to satisfactory levels of seismic response reduction in cases of both types of dampers." @default.
- W2912138754 created "2019-02-21" @default.
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- W2912138754 date "2019-05-01" @default.
- W2912138754 modified "2023-09-28" @default.
- W2912138754 title "Study of vertical seismic isolation technique with nonlinear viscous dampers for lateral response reduction" @default.
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- W2912138754 doi "https://doi.org/10.1016/j.jobe.2019.01.026" @default.
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