对设置粘弹性阻尼且基础隔震结构的混合振动控制问题进行了研究。
The study results show that the hybrid control for the base-isolation structure with viscoelastic damper can improve efficiency of control for .
运用大型有限元软件ANSYS对某多层框架基础隔震结构建立三维有限元模型。
In this paper, a three-dimensional base isolated multistory frame structure model is made by the large general structure analysis software ANSYS.
基于基础隔震结构的能量设计方法，推导出适用于双线性隔震器最佳屈服平台的应用公式。
Based on the energy design measures for base-isolation structure, the formula applicable to the optimal yield level of the bilinear isolator is derived.
本文方法也可用于基础隔震结构和无损伤“加层减震”加固结构的随机地震响应分析与优化设计。
The method of the paper can be used to random response analysis and optimization design of the structure with base isolation.
层间隔震结构在减震机理、振动特性以及设计方法等诸多方面有别于基础隔震结构和屋盖隔震结构。
It is different from base isolation system and roof isolation system in many aspects, such as, its vibration reduction mechanism, dynamic characteristics and design method, etc.
但是在传统的理论分析中，对于基础隔震结构往往忽视土-结构动力相互作用对其隔震效果的影响。
However, in traditional theoretical analysis, the influence of the soil-structure interaction on base isolation is often ignored.
隔震基础技术作为结构被动控制技术的一种，目前已经得到广泛的应用，并被写入了国家规范。
As one of the technologies in which structures are passively controlled, base isolation technology has been used widely and written in the national standard.
本文建立了砖混建筑结构基础隔震及其限位系统的数学模型、力学模型。
The mathematical and the mechanical model of the structural system of base isolation with restricted absorbers for brick masonry building structure are studied in this paper.
基础滑移隔震是结构被动控制中的最重要的方法之一。
Base isolation is one of the most important methods of objective control of structures.
本文结合结构控制的思想，对火筒式加热炉进行基础隔震的地震响应控制的研究。
Combine structure control theory do the research on earthquake responses control for a drum type heating furnace.
本文将磁流变(MR)阻尼器与普通橡胶隔震支座相结合，组成智能基础隔震系统应用到结构控制中。
In this paper, smart base isolation system consisting of rubber bearing and MR damper is applied to structural vibration control.
基础隔震技术为建筑结构抵御地震灾害提供了一种行之有效的全新方法，其水平地震分量的隔震技术已进入工程实用阶段。
As a new and effective method to withstand horizontal component of earthquake for building structure, the base isolation technique has been in the engineering application phase.
结果表明，与基础固定结构相比，隔震体系对上部结构的地震反应具有明显的隔震效果。
Test results show that the rolling base isolation is very effective for reduction of seismic response of superstructure in comparison with the fixed base structure.
研究了ER/MR阻尼器和隔震垫组成的智能基础隔震系统对结构地震反应的半主动控制方法。
The intelligent isolation control systems consisted of ER/MR damper and isolator are studied for earthquake response of structure.
整体结构的非线性时程分析结果表明，在高烈度抗震区采用基础隔震技术，框架-抗震墙结构中通过基础隔震技术可以提高结构的抗震安全储备。
Calculation results of the nonlinear time-history analysis show that using the technology of base-isolating in frame-shear wall structures can increase the structural seismic capability.
文章在吸收借鉴最新隔震理论成果的基础上，针对常用的软垫式隔震系统推出了水平地震作用下的隔震结构相对位移控制条件。
On the basis of researching result of predecessor, this paper has deduced relative displacement controlling condition of isolating-quake structure for cushion isolating-quake system.
介绍基础隔震减小建筑结构鞭梢效应的原理，阐明产生鞭梢效应的条件及基础隔震对结构地震反应和鞭梢效应的控制作用分析。
The principle of using soft base isolated layer to decrease the whiplash effect of buildings with top attach structure is studied. Analyze the condition of causing whiplash effect.
目前，应用基础隔震技术在中国已建造了数百幢建筑结构物。
There are more than several hundreds civil engineering structures, that have been constructed on the basis of the principles of base isolation.
本文介绍了太原市“玫瑰园”小区某九层砖房基础滑移隔震结构的1/15整体缩尺模型的振动台对比试验和理论分析。
Shaking table experimental study on the 1/15 scale model of a 9 story masonry building with base sliding isolation, together with theoretical analysis, are introduced.
结合橡胶支座基础隔震和调谐质量阻尼器的研究成果，提出了在超高层结构中应用非线性＂调谐质量阻尼器＂的减震技术。
It shows non-linear TMD damping-isolation technology in the super high-rise structure on the basis of research results of rubber bearing and tuned mass damper.
为了提高结构抗震性能，可采用基础隔震措施。
In order to increase the aseismic behavior, we can use the isolated model structure.
基础隔震能够有效地降低建筑物在地震中受到的破坏，在维持结构正常使用的同时保护人们的生命与财产安全。
Base isolation can decrease the damages made by earthquakes very efficiently, and protect people's lives and properties 'safe while keeping the structure's usability.
隔震可分为地基隔震、基础隔震和上部结构隔震三种类型 。
There are three types of seismic isolating soil, base and upper structure seismic isolating.
结果表明，基础隔震模型隔震效果明显，隔震层滞回变形能有效吸收地震动输入能量，减小模型结构的塑性变形和累积损伤。
The results show that the rubber isolated bearing is very effective in reducing the seismic response and dissipating the input energy of the superstructure.
结果表明，基础隔震模型隔震效果明显，隔震层滞回变形能有效吸收地震动输入能量，减小模型结构的塑性变形和累积损伤。
The results show that the rubber isolated bearing is very effective in reducing the seismic response and dissipating the input energy of the superstructure.
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