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1)  compound isolation structure
复合隔震结构
2)  combination of isolated structures
组合隔震结构
1.
Random optimal vibration-control for a double-part combination of isolated structures;
双单体组合隔震结构振动随机最优控制
2.
The vibration control equation of a combination of isolated structures was derived in consideration of the swing motion and the swing s influences on its vibration-control were analysed.
组合隔震结构体系中,当基础隔震体上部结构层间刚度相对较小、垂直荷载较大,且其采用的叠层橡胶垫的橡胶总厚度较大时,隔震支座不仅会产生水平变形,同时也会产生竖向变形,导致上部结构产生摆动,而这种摆动可能对隔震体本身及联接体的振动控制产生影响。
3)  isolation structure
隔震结构
1.
Analyses of computational model and vibrating characteristics of the base isolation structure made of self-damped rubber laminated-support;
自阻尼叠层橡胶支座基础隔震结构的计算模型及振动特性分析
2.
Based on instantaneous-optima-algorithm semi-active control of isolation structure with MR damper;
基于瞬时最优算法的磁流变阻尼隔震结构半主动控制
3.
Semi-active control for MRD-isolation structure using MBC strategy;
应用MBC策略的MRD隔震结构半主动控制
4)  base-isolated structure
隔震结构
1.
A structural design study on the limit of height-width ratio of base-isolated structures;
基于结构设计的基础隔震结构高宽比限值的研究
2.
Optimum design of base-isolated structure subjected to near-fault ground motions;
近断层地震动作用下隔震结构的优化设计
3.
Integrated dynamic optimum design of base-isolated structure subjected to near-fault ground motions;
近断层地震动作用下基础隔震结构的一体化动力优化设计
5)  base isolated structure
隔震结构
1.
The principles and functions of the program HBTA2 0 for elasto plastic dynamic analysis of base isolated structures are presented.
介绍了隔震结构弹塑性动力分析程序HBTA2 0的编制原理及功能 ,通过与实验室模型试验及ETABS程序计算结果的对比 ,证明用HBTA2 0程序进行动力分析的可靠性。
2.
By discussing the vibration characteristics on the equivalent model of shear type multi degree of freedom base isolated structure, the sliding oscillation of structure base isolated by sliding is analysed.
从多自由度剪切型隔震结构等代模型的振动特性入手,就基础滑移隔震结构的滑动振动状态进行了探讨,并与振动台试验结果进行了对比分析,提出了隔震结构滑动振动状态的临界值。
6)  isolated structure
隔震结构
1.
Shaking table test for isolated structure model with small scale under earquake wave input in two directions;
小比例尺隔震结构模型双向振动台试验
2.
Analysis of the response to earthquake of the pile-soil-isolated structure interaction;
桩–土–隔震结构相互作用地震响应分析
3.
Research on the height-width ratio of base isolated structure;
基础隔震结构高宽比限值研究
补充资料:隔震制品
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性质:亦称橡胶防震、隔震制品。用于消除或减少机械震动的传递,达到减震、消音及减少冲击所致危害的橡胶制品统称橡胶减震制品。其中包括橡胶减震器、橡胶缓冲器(块、垫)、橡胶连接件、空气弹簧及橡胶护舷等。为纯橡胶或带织物、金属骨架增强的橡胶产品,一般用模压法制造。广泛用于房屋建筑、机械设备、车辆、舰船和仪表等行业。

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