模拟地震振动台的英文

• simulated earthquake vibration stand

• "模拟"英文翻译    imitate; copy
• "地震"英文翻译    earthquake; earthshock; eart ...
• "振动台"英文翻译    vibrostand; vibro-bench; bum ...
• "模拟地震振动台试验" 英文翻译 :    shaking table testing
• "地震振动" 英文翻译 :    earthquake vibration; earthquakevibration; seismic oscillation
• "模拟地震" 英文翻译 :    analog earthquake; simulated earthquake
• "模拟地震波" 英文翻译 :    simulated seismic wave
• "模拟地震动" 英文翻译 :    simulated earthquake motion
• "模拟地震记录" 英文翻译 :    simulated seismogram
• "地面地震振动振幅" 英文翻译 :    amplitude of ground motion
• "气垫式地震振动器" 英文翻译 :    air cushion seismic vibrator
• "空气缓冲垫地震振动器" 英文翻译 :    air cushion seismic vibrator; aircushion seismic vibratorr
• "模拟地" 英文翻译 :    aged; agnd; analog grounding; vssa
• "地震振荡" 英文翻译 :    earthquake oscillation; earthquake vibration
• "地震振幅" 英文翻译 :    seismic amplitude
• "振动台" 英文翻译 :    bounce table; jarring table; jigging platform; jolting table; percussion table; platform type vibrator; platform vibrator; platform-type vibrator; shake table; shaker table; shaking table; table vibrator; tablevibrator; tapping table; vibrating platform; vibrating table; vibration base; vibration bench; vibration calibrator; vibration table; vibro-bench; vibroplatform; weapons availability table
• "模拟地层" 英文翻译 :    simulated formation
• "模拟地球" 英文翻译 :    sim earth
• "模拟地图" 英文翻译 :    analog map
• "标准振动台" 英文翻译 :    standard vibration exciter; vibration standard exciter,
• "电振动台" 英文翻译 :    electronic vibrator
• "随机振动台" 英文翻译 :    random shocking table; random vibration
• "压电振动台" 英文翻译 :    piezoelectric vibration
• "圆形振动台" 英文翻译 :    bumping table
• "振动台法" 英文翻译 :    shaking table method

• Principal similarity coefficients of the test model are calculated to sufficient for similarity requirement of resisting to lateral stiffness . the steel truss was made of red copper in the model
  模拟地震振动台试验中，模型设计按主要满足抗侧刚度相似要求确定相似关系，模型制作采用紫铜代替钢完成钢桁架的制作。
• Based on the current structure design codes , a one tenth scaled 2 bays , 3 - stories model of concrete filled steel tube ( cfst ) column frame structure is designed and manufactured , and tested on the shaking table
  摘要基于现行结构设计规范，设计制作了一榀1 / 10比例的单跨、两开间八层钢管混凝土柱钢梁框架结构模型，对其进行了模拟地震振动台试验。
• Three seismic waves are selected to do the shaking table test in 51 operating modes . the acceleration displacement responses and strain of the model are measured and the appearance and development of the crack are observed
  选定三条地震波，对该模型进行了51种工况下的模拟地震振动台试验，测定了模型结构的加速度、位移反应、重点部位的应变，观察了裂缝出现和发展情况。
• In addition to prove the correctness of those optimal parameters , a large - scale shaking table model testing with tmd seismic decrease equipment is conducted . through the testing a conclusion can be achieved that those parameters we putted are right by analyzing the testing results
  对所提出的优化的tmd减震装置参数进行了一个大比例模型的模拟地震振动台试验研究，通过对试验结果的分析验证了理论的正确性。
• In this paper , the author combines the theory analysis with the experiment research method , and discusses the seismic behaviours , 3d elaborate finite element analysis and simplified model analysis of a kind of multi - function tall building - " sub - shearwall supported by frame " , which is applied widely today . the main contents are as follows : in order to observe the failure process and the earthquake response of the complex structure , and to analysis the seismic behaviour of the structural system and structural members , a 1 / 20 cement mortor model of a complex tall - building which is about to be built was producted and the shaking table test of this model under 26 sorts of earthquake loads was made . using sap2000 finite element analysis program , a 3d analysis model was built in computer , and the elastic time - history analysis of the model was done
  本文采用理论分析和试验研究相结合的方法，研究了目前应用较多的综合性大厦? ?框支分区剪力墙高层商住楼的抗震性能及空间精细分析和简化分析方法，主要内容为以下几方面：对一拟建的复杂高层建筑结构，采用1 20比例的空间整体模型，进行了26种工况下的模拟地震振动台试验，观察了结构的破坏过程和地震反应，分析了结构及构件的抗震性能；建立了结构的精细空间模型，利用sap2000n大型有限元分析程序对结构进行了弹性时程分析；通过有限元分析与试验结果的对比，对结构的抗震性能和抗震能力做出综合评价，认为该结构由于转换层上部去掉部分楼板，既可满足建筑设计的通风、采光等要求，又可达到协调结构转换层上、下楼层抗侧刚度的效果，是一种较理想的有多道抗震防线的结构型式。
• Based on a shaking table experiment of steel reinforced concrete frame - shearwall structure model with steel truss transfer stories and finite element analysis , its seismic performance is studies deeply . in order to evaluate the structural seismic performance , three approaches , shaking table experiment for simulating earthquake , time - history analysis method and static elastic - plastic analysis method , are used in this project
  本文的主要工作是研究和评估带高位大跨度钢桁架转换层型钢混凝土框架?剪力墙结构的抗震性能，为此，采用了三种方法：模拟地震振动台试验方法；弹性时程分析方法；弹塑性静力( push - over )分析方法，展开了对课题的研究。
• 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。
• Combined the shaking table test with finite element calculation of sap2000 , this paper evaluate seismic behavior of the high - rise building of frame - shear wall structure with high transfer floor comprehensively and find the weak position . some conclusions are drawn , which offer scientific basis to seismic design of shenzhen international mayor tower , and give contain reference to similar high transfer structures in seismic design
  本文结合模拟地震振动台试验和sap2000有限元分析，综合评价了高位转换框支剪力墙高层建筑的抗震性能，找出了结构的薄弱部位，得出若干结论，为深圳国际市长大厦结构抗震设计提供了科学依据，对类似的高位转换结构的抗震设计也具有一定的参考意义。