wave effect造句

• The wave effects are not peculiar to electrons .
  波的效应不是电子独有的。
• The lane guides have also been specially designed to reduce wave effects
  特殊设计的泳道线可以减少波纹对选手的影响。
• Theory of vibration of pile on elastic foundation considering 3d wave effect of soil and its applications
  考虑土体三维波动效应时弹性支承桩的振动理论及其应用
• A quasi - analytical solution to soil - pile interaction in longitudinal vibration in layered soils considering vertical wave effect on soils
  成层粘弹性土中桩土耦合纵向振动时域响应研究
• Modeling soil as a three - dimensional axisymmetric continuum and taking its 3d wave effect into account , longitudinal vibration of pile and its application is systematically investigated
  本文从三维轴对称土体模型出发，在考虑桩周土体三维波动效应情况下，较系统地对桩的纵向振动特性进行了研究。
• It can remarkable enhance the external quantum efficiency by changing the structure of faceplate and decrease the light loss , because if can change the direction of the ray , and avoids the light - wave effect
  这正是本文研究的内容。这种方法通过改变器件的结构,降低光在器件内部全反射的损失,从而提高器件的外量子效率。
• Based on above research , a computer program has been developed for the random vibration analysis . the program is highly efficient and can deal with the influence of traveling wave effect and nonstationary seismic excitation
  该程序可高效地对大型网壳进行多维随机响应分析，并可精确考虑行波效应和地震激励的非平稳性，其实用性很强。
• This paper gives the suffering strength analysis of computelr simulating building initiative comtrol by earthquake waves effecting and analyzes some problems , this can give building reaction , destroy character and limit holding
  本人用计算机仿真来模拟建筑物在主动控制下受到地震波作用下的受力分析，从而来分析一些问题，这可以看到建筑物在几种地震波作用下的反应，其破坏特征和极限载力。
• The main results are as follows : 1 ) it is a obvious effect of wave on the wind drag coefficient . the wind drag coefficient can be add up to 1 . 5 times of origin value when we consider the wave effect on the drag coefficient . it also has changed the sea level
  主要成果如下： 1 、波浪对表面拖曳系数的影响是明显的，特别是在浪大的时候，拖曳系数可以增大到原来的1 . 5倍；拖曳系数的改变也改变了水位场，在a点引起的增水量级值得人们注意。
• With the consideration of the vertical wave effect of soil and soil - pile interaction , an approximate analytical solution to vertical vibration of pile system with variable impedance in visco - elastic layered soil is developed . a simplified and practical mathematical model for interaction between soil layers is proposed , and its applicability is theoretically investigated . based on this model and by using laplace transforms and the transmit property of impedance function , the analytical expression of the impedance function and solutions of the displacement and velocity response function in frequency domain and in time domain at the pile head are derived
  4 、从三维轴对称土模型出发，对考虑桩土耦合作用、土层层间联系以及桩周土竖向应力梯度变化条件下的成层粘弹性土中完整桩及变阻抗桩系统纵向振动问题进行了研究，提出了成层土中变阻抗桩系统纵向振动问题的近似解析解法和桩周土层层间相互作用的简化而实用的数学模型，并利用拉氏变换和阻抗函数的传递性，获得了成层土中任意段变阻抗桩桩顶阻抗函数的解析表达式，以及桩顶速度导纳和时域速度响应解析解和半解析解。
• On the basis of three - dimensional axially symmetrical soil model and taking consideration of vertical wave effect of soil layer , the interaction between visco - elastic layered soil and an integral pile or a multi - defective pile with arbitrary bottom boundaries and its engineering application is systematically studied in this dissertation
  本文从三维轴对称土模型出发，较系统地对考虑桩周土竖向波动效应、任意桩底支承边界条件下、成层粘弹性土中完整桩及变阻抗桩与土纵向耦合振动理论及其工程应用进行了研究。
• From the simulation of peb process , we prove that peb could reduce standing wave effects and improve resist development profile . after analyzing the effects of standing wave effects on resist profiles , we bring forward a certain thickness and these effects could be ignored when resist is beyond that value . finally , the characters of thick resist profile are analyzed , and experiment results are also given
  同时，在论文中还深入讨论了抗蚀剂折射率变化对光场计算带来的误差；模拟了后烘过程对驻波效应的改善作用，论证了采用适当的后烘工艺改善抗蚀剂光刻质量的作用；分析了驻波效应对厚层抗蚀剂显影轮廓的影响，提出了一个可以忽略驻波效应影响的抗蚀剂厚度条件值；最后还模拟和分析了厚层抗蚀剂显影轮廓特点并给出了实验结果。
• Some stiffness matrices of special elements such as rubber bearings and components with field are derived from primary - secondary and inverse transform in structural matrix analysis . then , seismic response analytical models and non - isolated continuous rigid frame bridges are set up , while considering the interaction of soil - pile - structure and traveling wave effect simultaneously . finally , the seismic time history response of the two models is calculated by means of the finite element method , and the results show that the isolated bridge posses powerful earthquake resistance
  首先论述了公路大跨径桥梁的地震反应分析方法，其中包括桩-土-结构相互作用、行波效应等因素对结构物的影响；其次，利用结构矩阵分析中的主从变换和逆步变换，推演了几个特殊单元的刚度矩阵，包括橡胶隔震层单元和带刚域构件单元；最后，考虑桩-土-结构相互作用和行波效应的结合，分别建立隔震与非隔震连续刚构桥地震反应分析模型，通过有限元法对两种结构进行时程分析，结果表明：隔震层上部结构的地震加速度反应、位移反应均明显减小，这说明隔震的连续刚构桥具有很好的抗震能力。
• They include the ship kelvin wave pattern and wave resistance , the interaction of surface waves with floating bodies , the seakeeping of ships high - speed vessels and offshore platforms , the evaluation of the drift forces and other nonlinear wave effects responsible for the slow - drift responses of compliant offshore platforms and their mooring systems designed for hydrocarbon recovery from large water depths
  这包含了船波和波的阻抗、波和浮体的交互作用、高速行驶船舶与近岸结构物之耐海性、拖曳力评估及其他造成顺应式近岸结构物缓慢飘移现象的非线性效应，与结构物设计于深海中以重获碳氢化合物之锚定系统。