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A flexure hinge structure is designed to amplify the output of PZT actuator and topology optimization is done to reduce the mass and compliance of the structure so that the output displacement and response frequency of FTS can be improved.
Experiences of violence may vary according to the length of time a participant has resided in the camp or undergone displacement, and response efforts should be able to identify and adapt to these variations.
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Closed-form time-dependent response statistics such as (i) the variance of displacement response and variance of velocity response, (ii) the covariance of displacement and velocity responses, and (iii) covariances of displacement responses and velocity responses of structures, discretized by the finite element method, subjected to a wide class of non-stationary random excitations are presented.
Free surface displacement and velocity response have been determined and numerically evaluated.
Results reveal that the developed controllers can effectively control both displacement and acceleration response of the considered structure.
The displacement and velocity response of the system form in that case a Poisson-driven Markov vector process.
It shows that all the TMFD systems appreciably reduces the mid-span displacement and acceleration response of the bridge.
The displacement and acceleration response spectra of the above-mentioned earthquakes are shown in Fig. 2 for 2 % critical damping.
The displacement and acceleration response of dropping shock process by RHM are compared with those by the R-K method as shown in Figures 3 and 4, respectively.
An optimized concentrated MTMFD system is the most effective system in reducing the resonant displacement and acceleration response of the bridge.
Open image in new window Fig. 9 Peak mid-span displacement and acceleration response of bridge against mass ratios of different TMFD systems.
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