研究了粘弹性阻尼器在结构减震控制中的参数优化问题。
This paper presents parametric optimization of viscoelastic dampers in vibration control of structures.
粘弹性阻尼器通过改变桥梁结构的频率和阻尼比来达到减振目的。
The viscoelastic damper reduces the dynamic amplitude of bridge structure through change the frequency and damper ratio.
本文提出了设置粘弹性阻尼器的钢结构高层建筑抗震抗风设计的实用方法。
This paper presents a practical method for wind and earthquake resistant design of steel tall buildings installed with viscoelastic dampers.
粘弹性阻尼器(VED)用来控制结构的地震反应，只是近十年左右的事。
In recent ten years, VED (viscoelastic damper), a type passive control device, is introduced in controlling seismic responses of structures.
粘弹性阻尼器(VED)是减振被动控制中一种十分有效的耗能减震装置。
VED is a kind of efficient passive control device for suppressing vibration and dissipating energy.
粘弹性阻尼器（VED）是减振被动控制中一种十分有效的耗能减震装置。
VED is a kind of efficient passive control device for suppressing vibration and dissipating energy. By optimizing location, VED could bring better effects of suppressing vibration.
研究了用于控制高层钢结构建筑风振反应的粘弹性阻尼器(VED)设计方法。
A wind resistant design method of steel tall buildings installed with viscoelastic dampers (VED) is presented.
研究了用于控制高层钢结构建筑风振反应的粘弹性阻尼器(VED)设计方法。
A design method for wind resistance of steel tall buildings with the installation of viscoelastic dampers (VED) is presented.
文章研究用于控制高层钢结构建筑地震反应的粘弹性阻尼器(VED)设计方法。
A earthquake resistant design method of steel tall buildings installed with viscoelastic dampers (VED) is studied.
粘弹性阻尼器采用开尔文模型，将其对结构的作用看作是位移和速度的反馈控制。
The viscoelastic damper was described by the Kelvin model and its action to the platform was regarded as the feedback of displacement and velocity of the response.
当模型的任何材料，弹簧可以用来代表一种理想的弹性材料和粘弹性阻尼器的理想材料。
When modeling any material, the spring can be used to represent an ideal elastic material and the dashpot an ideal viscoelastic material.
本文用随机等价线性化方法探讨了相邻结构之间用粘弹性阻尼器连接后的非线性随机地震反应。
Nonlinear stochastic response analysis of viscoelastic damper-connected adjacent multi-story buildings under earthquake excitation is performed in this paper using the equivalent linearization method.
计算结果表明，大跨空间结构采用粘弹性阻尼器时计算地震响应，必须考虑地震动的空间相干特性。
The computed results reveal that the long-span space structures equipped with viscoelastic damper will have to take the spatial characteristics.
本文对筒式粘弹性阻尼器在不同环境温度、激励频率和应变幅值下的动力性能指标进行了试验研究。
The dynamic properties of the circular tube VE dampers are tested under different environment temperature, excitation frequencies and shear strain amplitudes.
阻尼减振系统是通过在导管架平台中加入粘弹性阻尼器、磁流变阻尼器及在管节点间加入耗能材料来形成的。
An energy dissipation system is formed by adding some viscoelastic dampers, Magnetorheological (MR) fluid dampers or energy dissipation materials between the tube joints.
探讨了运用被动的控制装置减轻相邻结构地震动响应的机理，比较了在不同的地震波作用下粘弹性阻尼器和流体阻尼器的减震效果。
The mechanism of reducing the seismic responses of adjacent structures under earthquake by using passive coupling elements interconnecting adjacent structures is exploited in this paper.
介绍了筒式粘弹性阻尼器的老化性能试验和疲劳性能试验，试验结果表明具有良好的老化性能，在风振或地震下阻尼器具有较好的耐疲劳性能。
The dynamic property tests of the aged circular tube VE dampers were also introduced, and the conclusion is drawn that the circular tube VE damper has good aging property.
他的科研团队研发了先进的阻尼技术如粘弹性耦合阻尼器及弹塑性装置，用于高层结构的抗风和抗震。
His team has also developed advanced damping technologies such as viscoelastic coupling dampers and viscoelastic-plastic devices for both the wind and seismic protection of high-rise buildings.
他的科研团队研发了先进的阻尼技术如粘弹性耦合阻尼器及弹塑性装置，用于高层结构的抗风和抗震。
His team has also developed advanced damping technologies such as viscoelastic coupling dampers and viscoelastic-plastic devices for both the wind and seismic protection of high-rise buildings.
应用推荐