The results indicate that viscous dampers consume earthquake input energy effectively , and reduce the earthquake response of the structure 结果表明，粘滞阻尼器能有效地消耗地震输入能，减小结构地震响应。
A reasonable set of damper parameters for the bridge was proposed on the basis of the analytical results and practical application of the structures 根据分析结果，并考虑结构实际应用情况，确定了合理的粘滞阻尼器参数。
For the main bridge of xihoumen bridge of zhoushan mainland and islands link project now being constructed , the fluid viscous dampers are also to be used 正在修建的舟山大陆连岛工程西堠门大桥主桥也计划采用液体粘滞阻尼器。
This result testifies not only the efficiency of the two kinds of dampers , but also the superiority of the viscous dampers over viscous - elastic dampers 证明了粘弹与粘滞阻尼装置对结构振动控制的有效性，以及粘滞阻尼装置在减震方面的优越性。
A uniform mathematical formula has been established for the two devices consisting of brace and viscoelastic damper or viscous damper 本文对粘弹性和粘滞阻尼器在与支撑连接后的阻尼装置建立了统一的力学模型，并研究了支撑刚度对其性能参数的影响。
The viscous damping material developed in the paper can be compared to the international congeneric production in the performances and can be used in practical engineering 所开发的粘滞阻尼材料，在性能上与国际同类产品相近，可应用于实际工程中。
For an engineering example , the above theory and the programs are used to calculate the seismic response of the structure both with and without viscous dampers 对某工程实例，运用上述理论及地震反应分析程序分析了传统非减震偏心结构和设置有粘滞阻尼器时的地震响应。
And the viscous dampers " optimum installation in structure is carried out . the equations of motion of an eccentric building with viscous dampers under earthquake actions are established 采用剪切型平扭模型，建立了地震作用下具有粘滞阻尼器偏心结构的平扭耦联运动方程。
Design of simulink and gui make it possible for the time - history analysis of structure with vdw is more intuitionistic , convenient , and therefore greatly enhance efficiency of calculation Simulink仿真设计和gui界面设计使得设置粘滞阻尼墙结构的时程分析变得简便、直观，计算效率大为提高。
Taking some suspension bridge as an investigation target , we used emulation mode of the finite element method to investigate effects of damper parameters on anti - seismic performance of a suspension bridge 摘要以某悬索桥为分析对象，采用有限元仿真分析方法，研究了粘滞阻尼器不同参数对该桥抗震性能的影响。
