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- W2360714109 abstract "The applicability of the explicit expressions for the optimized parameters of dampers interconnecting adjacent structures under earthquake excitation was investigated,including those for visco-elastic damper and viscous fluid damper.Two control objectives were selected: minimization of the vibration energy of the main structure and minimization of the vibration energy of both adjacent structures.In linear elastic state,the pseudo-excitation method was used to study the optimum parameters of dampers and the effect of the change of structural modal damping ratio and site conditions on the parameters was discussed.When two structures are in elastic-plastic state under strong earthquake excitation,accodring to the records of white-noise ground motion and several actual earthquakes,the appropriate parameters of dampers were obtained through extensive parametric studies,and were compared with the theoretical values.The results show that,changes of the structural modal damping ratio and site conditions are of little effect on optimum parameters;the appropriate parameters of the dampers are nearly unchanged and relatively close to the theoretical values.The conclusion is beneficial for the use of the explicit expressions." @default.
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- W2360714109 date "2013-01-01" @default.
- W2360714109 modified "2023-09-23" @default.
- W2360714109 title "Optimum parameters of dampers interconnecting adjacent structures under earthquakes" @default.
- W2360714109 hasPublicationYear "2013" @default.
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