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- W2222745973 abstract "Since hysteretic dampers have nonlinear restoring-force characteristics with sensitive plastic flow and input earthquake ground motions propagating random media are extremely random in time and frequency domains, the seismic response of a building structure with hysteretic dampers deviates greatly depending on the installed quantity and location of dampers. This characteristic could become a barrier and difficulty to the reliable formulation of optimal placement problems of such dampers. In order to overcome such difficulty, a new optimization method including a variable adaptive step length is proposed. The proposed method to solve the optimum design problem is a successive procedure which consists of two steps. The first step is a sensitivity analysis by using nonlinear time-history response analyses, and the second step is a modification of the set of damper quantities based upon the sensitivity analysis. Numerical examples are presented to demonstrate the effectiveness and validity of the proposed design method." @default.
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- W2222745973 date "2015-01-01" @default.
- W2222745973 modified "2023-10-18" @default.
- W2222745973 title "Optimal Placement of Hysteretic Dampers via Adaptive Sensitivity-Smoothing Algorithm" @default.
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- W2222745973 doi "https://doi.org/10.1007/978-3-319-18320-6_13" @default.
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