1) upper structure seismic isolating
上部结构隔震
1.
There are three types of seismic isolating soil,base and upper structure seismic isolating.
隔震可分为地基隔震、基础隔震和上部结构隔震三种类型 。
2) 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
3) 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
4) 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。
5) 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
6) isolation structures
结构隔震
补充资料：桥梁上部结构
见桥梁。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条