地震加速度的英文

• acceleration of eardthquake
• earth quake acceleration
• earthquake acceleation
• earthquake acceleration
• seismic acceleration

• "地震"英文翻译    earthquake; earthshock; eart ...
• "加速度"英文翻译    accelerated speed; accelerat ...
• "基本地震加速度" 英文翻译 :    basic seismic acceleration
• "设计基本地震加速度" 英文翻译 :    design basic acceleration of ground motion
• "强震加速度仪" 英文翻译 :    strong motion accelerograph; strong-motion accelerograph
• "地震加速指示计" 英文翻译 :    seismic acceleration indicator
• "地震叠加速度" 英文翻译 :    seismic stacking velocities
• "加速度地震计" 英文翻译 :    accelerometer type seismometer
• "加速度地震仪" 英文翻译 :    acceleration seismograph; acceleration seismometer
• "强震加速仪" 英文翻译 :    strong-motion accelerograph
• "地震最大加速度" 英文翻译 :    maximum acceleration of earthquake
• "加速度地震记录仪" 英文翻译 :    acceleration seismograph
• "加速度式地震检滤器" 英文翻译 :    accelerometer type seismometer
• "加速度" 英文翻译 :    [物理学] accelerated speed; accelerated velocity; acceleration 重力加速度 acceleration of gravity
• "加速，增加速度" 英文翻译 :    accelerate v. （cause to） move faster， increase speed
• "加速；加速度" 英文翻译 :    acceleration
• "加速度；加速" 英文翻译 :    acceleration
• "地基基础抗震地震最大加速度" 英文翻译 :    maximum acceleration of earthquake
• "使加速,增加速度" 英文翻译 :    speed up
• "加速度值，加速度矢量" 英文翻译 :    acceleration
• "地震波速度" 英文翻译 :    velocity of seismic wave
• "地震速度" 英文翻译 :    seismic velocity
• "地震速度计" 英文翻译 :    velocity seismograph
• "地震速度谱" 英文翻译 :    seismic velocity spectrum
• "速度地震计" 英文翻译 :    velocity seismometer

• The ground seismic acceleration is conversed as the input seismic acceleration from bedrocks , which is useful in the next step
  利用反演分析所得的地震加速度曲线作为基岩的地震输入曲线代入下一步动力分析步骤之中。
• The mathematic formulation of the slope failure probability is deduced as the acceleration is stochastic . from the calculation for the real case , the influence of the earthquake is notable
  在地震加速度为随机的情况下，导出土坡在地震效应下的失效概率的数学表达形式。
• It is also shown that the buckling failure of the rigid wall arises easier from the horizontal seismic ground motion than from the vertical one , therefore the elephant foot bulging deformation is also easier produced
  在完全相同地震加速度作用下，水平地震作用比竖向地震作用罐壁更早更容易进人屈曲状态，产生“象足”变形。
• The acceleration does not increase immediately after the wall height is getting taller from the bottom of the retaining wall , and it starts to increase rapidly with the height level at a height of half to two thirds of the total wall height
  本文计算结果表明，高度高7米、 9米的挡土墙和高度6米、 8米的扩大基础桥台的地震加速度反应在顶部也会有约1 ， 5一1 . 6倍的放大。
• 7 . horizontal earthquake acceleration is used in this paper for slope risk analysis ; the relationship between the safety factors under the earthquake effect and non - earthquake effect is obtained . the reliability index is expressed by the safety factor
  7 、将地震力效应以水平地震加速度的形式引进土坡的可靠度风险分析中，探求动力作用下土坡的动力安全系数与相应条件下的静力安全系数的关系，并以安全系数来表征土坡的可靠度。
• Another problem is time - delay being in the control of mr structure , hi this paper , one input of the fuzzy logic controller is the seismic acceleration that avoids some time - delay being in the control . but time - delay being in the structure still is n ' t solved , so the neural network technique is introduced to predict the seismic responses of structures to avoid it , and the bi - state neural network control and fuzzy full - state neural network control are proposed . 4
  对于磁流变阻尼结构控制中的时间滞后问题，本文将地震加速度作为模糊逻辑控制器的一个输入，消除了控制中部分滞后问题；但仍存在着结构本身的滞后问题，对此引入神经网络对建筑结构的地震反应进行预测，并基于预测的动力反应和实测结构的动力反应的综合值作为模糊逻辑控制器的输入来消除建筑结构本身的时滞，并提出了双态神经网络控制和模糊全态神经网络控制； 4
• The numerical results show that the horizontal variation of response acceleration of gravity retaining wall is quite small since its lateral rigidity is large enough , the response at a given height level can be considered as the same , the maximum accelerations at different heights on the central vertical line can describe the distribution of earthquake load along the wall height in static analysis very well
  数值结果显示，重力式挡土结构刚度很大，地震加速度反应在水平方向差异很小，可看作是同步的，可取中心线上各点最大加速度来描述静力法中地震作用沿高度的变化规律。在沿墙高度方向，加速度分布不是呈直线变化，比较复杂，总的变化趋势大体一致。
• Total 18 simulated acceleration time histories for intensity 6 , 7 , 8 and 9 are adopted as inputs , 6 typical retaining walls heights and 2 bridge abutments with difference are selected as the structural models of soil - structure system , the seismic responses of the system and the horizontal variation of the maximum response accelerations at different height levels are analyzed by means of a wave propagation finite element program
  选用针对地震烈度6 、 7 、 8 、 9合成的总共18条地震动时程，选取具有代表性的6个不同高度的挡土墙以及2个不同高度的桥台模型，利用波动有限元法既有程序分析地震反应，研究水平地震加速度沿高度的分布规律。
• The precious method to simulate earthquake accelerations is not perfect because the points on the interface still move according to the simulated acceleration when the points " motion ends , which is obviously a paradox . if the points " velocity is not zeroized , soil ' s damage value based on shear stress ' s peaks or extrema is overestimated in multi - point input analysis . the new method ' s rationality is analyzed
  以往人工合成的地震波在地震结束时即地震加速度恒为零时速度不为零，这与合成地震动是“模拟输入点从静止到运动再到静止的运动过程”这一要求不一致，同时导致时域内多点输入分析时差动力过大以至算出的损伤值过大，于是本文提出了简易的地震动速度归零化方法并分析了其合理性。
• Therefore , study on dynamic properties of cement mixed pile foundations and the soil structure interaction during earthquakes is of great theoretical and practical importance in seismic design . this dissertation studies the static and dynamic properties of cemented composite foundations systematically through tests and parameters of duncan - chang model and hardin - drnevich model are generalized . the seismic acceleration is conversed and used as input acceleration through nonlinear method
  本文通过试验系统地研究了水泥搅拌桩复合地基的静力和动力特性，得到了复合地基的静力duncan ? chang模型参数和hardin ? drevich非线性弹性动力模型参数，采用非线性方法对地震加速度进行了反演并将之作为基岩输入加速度。

• 地震加速度とは意味earthquake acceleration