这种震动会使身体系统受到重压，给脆弱的动脉壁造成压力。
This jolt taxes the system and creates strain on weak artery walls.
如果西班牙也陷入危机，欧洲的整个信用体系将慢慢停止运转，那会震动世界金融体系。
If Spain falls into crisis, the entire credit system in Europe could grind to a halt and that would send tremors throughout the world's financial system.
总部设在联合王国诺丁汉的英国地质勘探局的一位地震专家RichardLuckett说，从1751年以来，这个体系从来没有发生过类似强度的地面震动。
That system has not produced a quake of similar magnitude since 1751, says Richard Luckett, a seismologist at the British Geological Survey, which is headquartered near Nottingham, UK.
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.
本文按照反应谱理论的思路建立了线性单自由度体系的地震动输入能量谱。
A parameter study is carried out with input energy spectra of linear SDOF system under earthquake ground excitation in this paper.
而当房产危机波及到信贷市场时，银行系统则遭到打击，这导致了整个金融系统的震动并波及到世界上其他经济体系。
And as the housing meltdown cascaded through credit markets, the banking system was buffeted, rocking the whole financial system on which the world's economy rests.
导管架海洋平台是一种空间结构体系，在多维地震动作用下的反应计算较为复杂。
The jacket offshore platform is a spatial structure, and the computation of its response to the multiple seismic excitations is complicated.
本文研究海底隧道体系在深部一个底面处给定的地震动作用下的反应分析方法。
In this paper, a method for seismic response analysis of undersea tunnel systems is presented.
在进行结构-地基动力相互作用体系振动台模型试验中，再现了地震动激励下有建筑物存在的砂质粉土软土地基的液化现象。
The liquefaction phenomena of sandy powder soil under building footing are reproduced with shaking table tests on dynamic soil_structure interaction.
在加层设计中，有效地运用了轻钢结构体系、轻质墙体和橡胶垫隔震层来减轻震动的作用。
And in the design of the additional layer of the noise-damping tower, the light-weight steel framework, the light-weight wall body and the rubber isolating layer are adopted to extenuate the shaking.
采用挤扩支盘桩-土-结构体系进行振动台模型试验，以了解在地震动激励下该体系的抗震性能以及支盘桩对结构体系的抗拉、抗压及抗扭曲的作用。
The dynamic interaction of pile-soil-structure in liquefiable site, especially, the seismic response on pile, are studied with the method of whole dynamic finite elements under seismic condition.
采用挤扩支盘桩-土-结构体系进行振动台模型试验，以了解在地震动激励下该体系的抗震性能以及支盘桩对结构体系的抗拉、抗压及抗扭曲的作用。
The dynamic interaction of pile-soil-structure in liquefiable site, especially, the seismic response on pile, are studied with the method of whole dynamic finite elements under seismic condition.
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