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By evaluating the earthquake intensity required to achieve specified damage states of base-isolated bridges, the optimum combinations of mechanical parameters of isolation devices are identified as a function of structural properties and damage states.
This paper adopts the performance-based evaluation approach to investigate the effectiveness and optimum design parameters of isolation devices so as to minimize the overall damaging potential of seismically-isolated bridges.
The parameters of isolation have relations with others, so a set of their values and relations will be a literal proof of isolation existence.
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A two-step regression-based procedure is proposed to identify the nonlinear physical parameters of the isolation system.
The particular set parameters of vibration isolation system with MSIs is conducted to improve the performance of reducing vibration.
The influences of the main mechanical parameters were evaluated, and the regression model can be used to predict the relationships between the pressure drop (Δp) and the three main mechanical parameters of the isolation tool in the plug process.
Such response has been used in this study to choose the optimal eccentricity and torsional stiffness parameters of the isolation system that minimize the lateral-torsional response of the superstructure.
All studied concepts exhibit the fixed-parameter tractability of the enumeration task with respect to the parameter "degree of isolation".
Population parameters including degree of isolation (linear distance to plants in the next closest population), degree of isolation from a large population (linear distance to plants in the next closest population containing >1000 plants) and size (the number of plants) were determined for each population (Table 1).
The other parameter of interest, isolation, proved also of great importance for another genetic variable: genetic differentiation increased with isolation (Fig. 3, panel B).
A parameter study identifies suitable values for the stiffness and damping parameters of the passive isolation system, and feedback control constants for the semi-active equipment isolation and compares the performance for a set of historical earthquakes and for a set of different building models.
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