动反应的英文

• dynamic reaction

• "动"英文翻译    harness cause disorder stir ...
• "反应"英文翻译    neaction
• "dna驱动反应" 英文翻译 :    dna driven reaction; dna-driven reaction
• "冲动反应" 英文翻译 :    impulse response
• "耳动反应" 英文翻译 :    preyer reaction
• "浮动反应器" 英文翻译 :    float reactor
• "光动反应" 英文翻译 :    optokinetic response; photoactive reaction
• "滚动反应" 英文翻译 :    roll response
• "过动反应" 英文翻译 :    hyperkinetic reaction
• "滑动反应" 英文翻译 :    sliding reaction
• "惊动反应" 英文翻译 :    phobic response
• "流动反应器" 英文翻译 :    flow reactor
• "声运动反应" 英文翻译 :    auditory sonomotor response
• "视动反应" 英文翻译 :    optokinetic response; optomotor response
• "涡动反应器" 英文翻译 :    vortex reactor
• "运动反应" 英文翻译 :    motion response; motor reaction
• "运动反应时" 英文翻译 :    motor reaction time
• "震动反应" 英文翻译 :    vibration response
• "制动反应杆" 英文翻译 :    brake reaction rod
• "主动反应" 英文翻译 :    active reaction
• "自动反应" 英文翻译 :    automatic reaction; automatic response; involuntary response
• "dna驱动反应和rna驱动反应" 英文翻译 :    dna-driven reaction and rna-driven reaction
• "肌动反应延缓" 英文翻译 :    myautonomy
• "条件运动反应" 英文翻译 :    conditioned motor reaction
• "血管波动反应" 英文翻译 :    hunting reaction

• A class of singularly perturbed generalized solution for the reaction diffusion problems
  一类奇摄动反应扩散问题的广义解
• The bilinear finite element approximation for semi - singularly perturbed reaction - diffusion problems is considered
  摘要考虑半奇异摄动反应扩散问题的双线性有限元逼近。
• In this paper , shaking table tests of dynamic soil - structure interaction ( ssi ) system are designed and carried out
  本文设汁实现了结构-地基动力相互作用体系的振动台试验，通过试验研究了动力相互：作用体系的地震动反应的主要规律。
• In this dissertation , the existence and asymptotic behavior of solutions for boundary value problems of singularly perturbed ordinary differential equations and elliptic equations as well as singularly perturbed reaction diffusion problems are mainly considered
  本论文主要讨论了奇摄动常微分方程、椭圆型方程的边值问题和奇摄动反应扩散问题的解的存在性及渐近性态。
• This paper relates to some problems about the determination of design ground motion parameters , which include the choice of the attenuation relationship of rock horizontal acceleration response spectrum , the impact of focal depth to rock peak horizontal acceleration and rock response spectrum curves , the choice of intensity envelops function and random input phase , the choice of soil nonlinearity and shear wave velocity , scale of design ground motion response spectrum etc . in the researches of relative aspect , based on a typical section plane of the engineering site , influence of the change of some parameters on design ground motion parameters and the existing errors and corresponding rules are studied by using the method of one dimension model of equivalent linearization
  摘要研究了确定设计地震动参数中涉及的若干问题，其中包括基岩水平加速度反应谱衰减关系的选择、震源深度对基岩水平加速度峰值及基岩反应谱曲线的影响、强度包络线函数及输入随机相位的选择、土体非线性特性参数和土层剪切波速值的选择、设计地震动反应谱的标定等问题。
• In this part , response spectrum and fourier amplitude spectrum are studied , the main results are as follows : 1 ) response spectrum analysis : a ) absolute acceleration response spectrum ( sa ) : ( 1 ) in general , response spectrum decrease with depth , for m < 4 . 5 , the shape and the predominant period of each response spectrum in different depths are similar : the variation of spectra with depth focus on near - surface level ; the normalized spectra are similar to each other , except the predominant perk value in middle depth of some earthquakes is higher than other depth
  地震动反应谱沿深度变化的规律( l )加速度反应谱( s 、 )沿深度的变化规律一般，加速度反应谱( s 。 )随深度的增加而减小。震级较小时，不同深度各测点的反应谱形状很相似，卓越周期基本一致;浅层处反应谱沿深度的变化梯度较大;深层处反应谱大小比较接近;强震时，反应谱形状在短周期有较小差别，长周期逐渐接近。
• Analyzing predominate period of ground motion . using the standard design response spectrum in code for seismic design of buildings , one can estimate the seismic response according the site classification . this approach only uses to estimate the effect of the first order mode
  一般建筑结构按现行《建筑抗震设计规范》中规定的场地类别套用规范标准设计反应谱确定设计地震动反应谱，这一方法只能初略地考虑场地第一振型的影响效应(严格地讲，基底开放性土体不存ws在振型效应） 。