• The conclusion can be used as reference to the design and further research of the viscous shear dampers.

    研究结论可为粘性剪切型阻尼器的设计和进一步研究提供参考。

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  • Eventually, an example was given to illustrate the application and effectiveness of tuned liquid dampers for seismic control.

    最后,用一个算例说明了调频液体阻尼器在高层钢结构抗震控制中的应用及其有效性。

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  • This paper presents a practical method for wind and earthquake resistant design of steel tall buildings installed with viscoelastic dampers.

    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。

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  • Multiple tuned mass dampers (MTMD) are developed mainly for the purpose of suppressing horizontal motion of structures and buffeting of bridge structures.

    多重调谐质量阻尼器(MTMD)主要被用来控制结构的侧向振动与大跨桥梁的抖振。

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  • Viscous damping wall is a type of newly developed dampers.

    粘滞阻尼墙是近年研制的新型粘滞阻尼装置。

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  • The attachments will be simplified to linear springs and dampers.

    连接件简化为线性弹簧和线性阻尼。

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  • Simple and practical approach about confirming positions of dampers in bridge.

    确定桥梁中阻尼器位置的简便实用方法。

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  • The MDTMD may consist of odd or even total number of dual tuned mass dampers(DTMD).

    MDTMD由任意奇数或偶数的双重调谐质量阻尼器(DTMD)组成。

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  • Vehicle suspension system is composed of spring component, guides component and dampers.

    车辆悬挂系统由弹性元件、导向元件和减振器组成。

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  • A time domain model incorporating nonlinear dynamic behavior of elastomeric lag dampers is developed.

    在时域内建立了直升机粘弹减摆器的非线性模型。

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  • This paper presents parametric optimization of viscoelastic dampers in vibration control of structures.

    研究了粘弹性阻尼器在结构减震控制中的参数优化问题。

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  • 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。

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  • A earthquake resistant design method of steel tall buildings installed with viscoelastic dampers (VED) is studied.

    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。

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  • In this paper, control for responses of Bridges under uniform earthquake excitation is performed using MR dampers.

    本文应用磁流变(MR)阻尼器对桥梁结构在一致地震激励下的响应进行控制。

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  • Thermal dampers and EM hardening prevent passive sensor from picking up the telltale signatures of standard armor.

    盔甲本身还具有隔热装置和电磁加固特性,这样可以防止被动传感器收集到标准盔甲的特征信息。

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  • Firstly, the seismic response of a two freedom suspending structure with dampers is analyzed by an analytical approach.

    首先用解析方法分析了一个双自由度悬吊体—阻尼器结构的地震反应。

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  • According to the values of energy dissipations, the search procedure for the best locations of er dampers is discussed.

    依据虚拟阻尼器在不同位置所消耗的能量值,讨论了寻找阻尼器放置的最佳位置方法。

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  • This paper introduces the experiment program, presents the concerning data of the MR dampers, and conducts the analysis.

    本文针对所作的MR阻尼器实验研究,介绍了实验过程及相关数据,并对其进行了分析。

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  • A further study is conducted on dynamic characteristics of the active multiple tuned mass dampers (AMTMD) proposed by author.

    本文进一步研究了作者提出的主动多重调谐质量阻尼器AMTMD的动力特性。

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  • A design method for wind resistance of steel tall buildings with the installation of 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。

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  • Structural seismic strengthening adopting with metallic dampers has been proven to be a cost-effective, simple and reliable method.

    采用金属耗能器进行结构抗震加固是一种较经济、简单、又可靠的耗能减震加固方法。

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  • This method can be used to analyze shear wall structures with elastoplastic hinges or dampers as well as tall frame-type structures.

    用本文的方法可以计算具弹塑性铰或弹塑性耗能器之剪切墙及框架式高层建筑结构。

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  • This paper discusses the factors affecting the dynamic response time of MR dampers, investigates approaches to optimize response time.

    本文分析了影响磁流变减振设备动态响应时间的各种因素,提出了优化响应时间的方法。

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  • Temperature-dependent fuse is one of the important parts in (smoke) fire dampers, and the fusible alloy is the key element of the fuse.

    温度熔断器是(排烟)防火阀中的重要部件之一,而其中的易熔片又是熔断器的关键元件。

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  • The random wind-induced response and the equivalent static wind action of tall buildings with five sorts of passive dampers are studied.

    该文对带五种被动减振器的高层建筑的随机风振响应和等效静态设计风载取值进行了研究。

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  • 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。

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  • The railings serve as structural beams to keep the staircase upright, while two dampers help to prevent the staircase from vibrating under foot.

    栏杆作为结构梁架,使楼梯保持直立,同时两个减震器有助于减轻脚下台阶的震动。

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  • The railings serve as structural beams to keep the staircase upright, while two dampers help to prevent the staircase from vibrating under foot.

    栏杆作为结构梁架,使楼梯保持直立,同时两个减震器有助于减轻脚下台阶的震动。

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