阐述了建筑物隔震体系的组成及其特点。
The characteristics and constitute of shock partition system are presented.
最后，围绕隔震结构的经济评价进行了研究。
At last, the economic evaluation of isolation structure is studied.
爆前试验证明了钻孔底部柔性垫层的隔震作用。
The partition function of flexible cushion on the bottom of explosive holes was proved by experiments before explosion.
隔震体系最优屈服系数与输入地震动水平相关；
The optimal yield coefficient of the system is correlative with earthquake level.
利用SAP2000建立大开间密肋复合板隔震模型。
Using SAP2000 establish a large bay multi-ribbed composite wall isolation model.
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.
在本工程中采用基础隔震技术，具有明显的技术经济效益。
Using the base isolation technique in this project demonstrates obvious technical and economic benefit.
隔震设计不止用于新建之桥梁，亦可应用于桥梁的耐震补强。
Seismic isolation can be applied for not only new Bridges but also retrofit of existing Bridges.
后者意味着要建设一个迄今为止最大也是最棘手的隔震基座工程。
The latter meant tackling one of the biggest and most delicate base-isolation projects to date.
首次提出组合隔震结构，推导了组合隔震结构的动力及控制方程。
The composite isolated structure is presented for the first time, and the dynamic and control equation are derived.
对当前隔震系统做了简单介绍，介绍了基础隔震的技术和施工方法等。
A brief introduction of isolation system is given, as well as base isolation technique and construction method.
基于等效线性化的隔震工程设计参数，建立非比例阻尼隔震结构模型。
The structure is modeled as non-proportionally damped system based on equivalent linearized parameters which is used for practical design.
研究结果表明，隔震换能系统具有振动控制效果好，换能效率高等优点。
The results show that the new control system has high control effect and high energy transition efficiency.
若把它用于隔震结构中，与其它隔震装置一起就可形成智能型的隔震系统。
If it is combined with other isolation devices in isolated structure, a smart isolation system would be created.
结果表明：组合隔震结构能在较小能量输入的情况下达到所需的控制效果。
The results show that the composite isolated structure can achieve the expected control goal with small energy input.
通过输入不同大小和类型的地震波，分析隔震上部结构和隔震支座的地震反应。
Earthquake responses of isolated top structure and isolation bearing were analyzed by inputting earthquake wave with different magnitudes and types.
本文主要通过算例对比，分析了隔震与非隔震砌体结构极震下抵抗倒塌的能力。
The seismic performance of the isolated and non-isolated masonry structures under the extreme earthquake are compared through case study.
结果表明，滑移隔震对于上部结构振动响应的隔震效果受能量方面的机理控制。
The results show that the energy response has an important effect on the slipping isolator efficiency of the vibration characteristics of the structure.
滑移隔震结构地震反应的分析和计算可通过滑移隔震结构非线性反应谱进行简化。
The analysis and computation of the earthquake response of sliding base-isolation system could be simplified by inelastic response spectrum.
MR智能隔震系统装置的性能明显优于被动隔震装置，是一种安全实用的隔震装置。
The performance of MR intellectual base-isolation system which is a safe and practiced device, is better than that of passive isolation device.
研究结果表明，多柔性层控制兼有隔震和控制双重作用，是一种新型的结构控制形式。
The research results express that multiple flexible story control has functions both of isolation and control, it is a new type of structural control.
介绍了一种滚动基础隔震系统，并由此建立了此隔震系统的计算模型和运动微分方程。
A rolling base isolation system is introduced and the computing model and dynamic equations of the isolation system are established.
将隔震结构的周期与临界周期和最大隔震周期比较，就可以得到相应高宽比限值的表达式。
By comparing the isolation period with the critical and maximum periods, the limit ratio can be obtained by using the corresponding formulas.
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.
应用基于理想气体状态方程的气幕隔震的压力有限元模型，对模型气幕的隔震效果进行了研究。
The FEM air isolation model based on the state equation of ideal gas is used to study the effects of air isolation.
因此，设隔震层的桥梁在进行隔震设计时，既要考虑到结构的隔震效果，还要保证其整体稳定性。
So we should assure the integer stability in the isolated bridge design, not just consider the isolating effect of the bridge structure.
经冲击台试验的检验和数值计算分析比较，证明PG G隔震器具有优良的爆炸冲击震动隔震性能。
Through the dynamic test and the numeric analysis of the isolator, it is proved that the PGG isolator has excellent isolation performance for blast shock and vibration.
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.
研究表明：框架结构采用橡胶垫隔震支座时具有明显的隔震效果，它能大大减轻结构的水平地震作用。
The research results illustrate that frame structure with basement isolation can reduce the horizontal earthquake response of superstructure effectively compared with traditional technique.
研究表明：框架结构采用橡胶垫隔震支座时具有明显的隔震效果，它能大大减轻结构的水平地震作用。
The research results illustrate that frame structure with basement isolation can reduce the horizontal earthquake response of superstructure effectively compared with traditional technique.
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