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Home > chinese-english > "artificial earthquake" in English

English translation for "artificial earthquake"

人工地震
人为地震


Related Translations:
national earthquake information center:  国家地震情报中心
artificial guano:  人造海鸟粪人造鸟粪
artificial hybridization:  人工杂交
artificial reality:  (由电子计算机三维图像显示的)虚拟现实。
artificial birefringence:  人工双折射
artificial lung:  人工肺人造肺脏铁肺
artificial esophagus:  人工食道
artificial monument:  人造标石
artificial diaphragm:  人造隔,人造横隔膜
artificial pollination:  人工授粉人工授精
Example Sentences:
1.The multi - point effect with input of the artificial earthquake acceleration simulated by interpolation method is weaker than that of the directly simulated acceleration
用内差法合成的地震动输入情况下多点效应弱一些,但仍能体现多点效应。
2.The paper has presented a physical oil production technology by artificial earthquake , that is , vibration waves are caused in the oil - bearing formation , resulting in a series of vibration effects , there - fore , oil productivity or water injectivity is increased
摘要人工地震采油是通过地面可调频振源进行一定频率的振动,产生振动波,在油层发生一系列的波动效应,达到增产增注目的的一项物理法采油技术。
3.The wavelet spectrum has been suitably scaled for matching of the response spectrum of the artificial earthquake wave with specified design response spectrum . consequently , the artificial earthquake wave is produced consistent with given response spectra
为了拟合给定设计反应谱,本文将生成的人工地震波的小波谱进行适当的调整直至人工地震波的反应谱与设计反应谱相一致,从而生成与给定设计反应谱相一致的地震波。
4.4 , for the above optimal parameters , a large - scale shaking table model testing of the tmd seismic decrease structure using the el centra earthquake wave and an artificial earthquake wave ( rgb ) simulated by the trigonometric progression method is conducted . the above theories are approved through the analysis of the testing results
4 、针对理论分析提出的tmd装置参数的优化取值,进行了tmd减震结构模型在elcentro地震波和由三角级数模拟法模拟的人工地震波( rgb )作用下的模拟地震振动台试验,试验结果验证了理论的正确性。
5.Based on extensive investigation of construction technique history of chinese ancient buildings , the structure method , structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form . through a series of experiments on constituent parts of chinese ancient timber building structure , including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings , the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings , the tests on vibration isolation effect of friction and slippage between column footing and their socle base , and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions , destroyed conditions and reinforced conditions , many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings , the static function , the seismic performance , energy dissipation , vibration reduction , energy - loss mechanism , nechanicalmode and failure mode were studied . aplenty of valuable parameters of the structure system were obtained , such as the natural period of structure , vibration modes , damping ratio , factor of vibration isolation , oscillate amplitude of ineitial accebration , velocity and displacement , magnitude of slippage , and the mechanism of structure failure and collapse etc . based on these research , the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method , calculating mode , strength analysis of members and joints , strengthening methods for serving damaged ancient timber structure buildings were also taken into account
依照宋代《营造法式》建造了抬梁式殿堂木结构构件及结构模型,对中国古代木结构中的典型构造如:柱脚在础石顶面平搁简支、柱架榫卯连接、柱高不越间之广、侧脚、生起、斗拱等的构造机理及结构功能进行了量化分析和实验研究: (一)通过木柱石础静摩擦试验,测定了柱脚与石础古镜面间的摩擦系数及摩擦力随上部结构荷载变化的规律; (二)通过单柱承载力试验,测定了古建筑中木柱的受力变形特征、破坏模式、及模型材料的变形模量、极限承载力、极限变形等参量; (三)通过柱架低周反复荷载试验,测定了柱架的抗侧移刚度、柱架恢复力特性及滞回曲线、榫卯张角刚度及其变化规律、柱架及榫卯的极限承载力和极限变形、及榫卯减振参数; (四)通过斗?低周反复荷载试验和受压试验,测定了古建筑木构件与木构件间摩擦系数,斗?抗侧移刚度,斗?恢复力特性及滞回曲线,斗?抗压极限承载力及受力变形规律; (五)通过抬梁式殿堂间架模型振动台试验,测定了殿堂木构架结构自振周期,地震反应振形、阻尼特性及阻尼比;按结构分层特点对柱脚、柱头和斗?层上的屋盖的地震反应采用多点同步测量,对柱根滑移、榫卯变形、斗?的变形、复位、耗能减振参数等进行了定量分析。
6.Typical earthquake records are selected and artificial earthquake wave under consideration are designed according to the response spectrum of chinese code . nonlinear time history analysis ( nl - tha ) to each building with the eight earthquake wave altogether as input are conducted , and the pushover analysis ( poa ) and the capacity - demand - diagram methods ( cddm ) analysis with five common lateral force patterns are carried out on each building
分别对各结构进行典型地震动下的时程分析,以及采用五种常用侧向力分布的pushover分析与能力谱法分析,根据等顶点位移原则对比不同地震动强度下两者的层间位移反应,对不同层数结构以及不同地震动强度下pushover分析的侧向力选取提出了建议。
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