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- W2374555151 abstract "The main point of the thesis is to discuss the increasing equivalent damping ratio and reducing the responses of seismic activity by installing supplemental energy dissipation devices into adjacent structures which have different dynamic characterstics.In this(situation,) not only the effects of reducing the responses of earthquakes would depend on the relationships of the dynamic characterstics of these two structure systems,but also the dynamic characterstics would also be changed interdependently.For the study of these dynamic interactive behaviors,the Laplace transform is used to solve dynamic equations to obtain transfer function, then input periodic excitations to these linked systems to obtain the frequency response function.The variation of fundamental frequencies and equivalent damping ratio could be identified and the effect of utilizing dampers would be recognized.The result reveals that the equivalent of damping ratio is rising with the growth of stiffness and mass of the support structure.Optimum parameter of damping constant also will be obtained under the(conditions) of different relative structural characterstics.The results,could be used in the relationship study between the assistant pier and the girder of a cable-stayed bridge as an appropriate example." @default.
- W2374555151 created "2016-06-24" @default.
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- W2374555151 date "2006-01-01" @default.
- W2374555151 modified "2023-09-26" @default.
- W2374555151 title "Research on Reducing Seismic Effects by Adding the Damper Between Adjacent Structures" @default.
- W2374555151 hasPublicationYear "2006" @default.
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