newmark造句

• A comparison of nida and newmark ' s translation theories
  奈达翻译理论引发的启示
• A comparative study of nida and newmark ' s translation theories
  奈达和纽马克翻译理论对比初探
• Newmark ' s core translation theory in the translation of ancient chinese poetry
  纽马克翻译理论在译诗中的适应性与审美再现
• Peter newmark , approaches to translation ( oxford : pergamon press , 1981 ) , p . 3
  刘宓庆: 《文化翻译论纲》 ,湖北教育出版社1999年版, 2页
• The handling of faults in the originals with newmark ' s text type theory is analyzed
  用纽马克的文本分类法来分析对不同原文失误的处理策略。
• Characters of communicative translation and translation methods of movie title translation from the perspective of newmark ' s
  从纽马克的交际翻译理论谈起
• So the seismic capacity of this system can be evaluated . the time - history analysis , as another method , is applied
  接着，采用newmark直接积分法对杆单元模型进行了地震波作用下的弹塑性时程分析。
• Then , use the direct integral calculus method of newmark to solve solution , and get each node and element ' s displacement and stress solution vs . time
  然后，用newmark直接积分法进行求解，得到各节点和单元的位移、应力的时程解。
• Numerical examples show that the results are highly accurate in comparison with newmark > wilson - # - . houbolt and central difference method
  算例表明解析逐步积分法和积分型直接积分法比中心差分法、 newmark 、 wilson - 、 houbolt法等有较高的精度。
• The equations are solved by newmark integration method . 2 . the nonlinear response and the journal trajectory of the rotor - bearing system are numerically investigated
  这样的转子系统具有高维和局部非线性的特点，可采用变步长的newmark积分法对系统的运动方程进行求解。
• Meanwhile , a modified newmark difference scheme and computational procedures has been proposed for fem dynamic incremental load method to the non - linearity of geometry and material
  其后，对撞击接触的动力学数值计算原理及关键理论方法在连续介质力学框架下进行了初步研究与归纳。
• The newmark method is used to solve the panel flutter equations in time domain . the linear flutter boundaries are determined and the effect of temperature on flutter boundaries is analyzed
  编制了壁板颤振分析的有限元程序，采用newmark方法在时域中求解了壁板的线性颤振方程，确定了壁板的颤振边界，分析了温度对壁板颤振边界的影响。
• Because of need of much iteration in each time step while carrying on nonlinear numerical anaiysis , the incremefltal equilibrium formulation and its equivalent iterative equation of the constant average acceleration newnark method are deduced
  鉴于横缝非线性数值分析需要在每一时间步内迭代多次，推导了newmark常加速度增量平衡方程及其等效迭代格式。
• The solution format and caculation step of nonlinear dynamic equilibrium equation was derived by newmark method in this article , and dynamic caculation flow chart and relevant program of the frp honeycomb structure was given in two dimension
  本文采用newmark法推导出非线性动力平衡方程的求解格式和计算步骤，给出了二维场下玻璃钢拱形结构的动力计算流程图和相应的程序。
• The newmark - p step - by - step numerical integration algorithm is used to calculate the response behavior of system when feed cabin locates at a certain position ( typical location ) and when feed cabin moves along a certain trace ( time - dependent structure )
  。 ark d数值积分方法，在时域上分析了馈源舱停留在空间某一位置（典型点）和沿空间某一轨迹运行（变结构）时，系统的顺风向风致响应。
• Compared with traditional numerical methods such as houbolt method , wilson - 0 method , and newmark - p method , a dissertation submitted to xi ' an university of technology for degree of doctor philosophy the presented numerical method has higher calculation precision and efficiency
  和传统的非线性振动方程数值计算方法如euler法、中心差分法、 houbolt法、 wilson -法和newmark -法等相比，本文方法具有更高的计算精度和效率。
• As for dam ' s dynamic properties in condition of elastic foundation , author uses mapping infinite element , which can reflect displacement ' s property of diminishing in semi - infinite materials . through exchanging data between three analytic software - matlab , ansys , fortran , dynamic properties of dam is computed in condition of elastic foundation . and then the dynamic displacement curve is obtained under the load of earthquake with the method of newmark - b
  对于弹性地基情况下坝体的动力特性，作者采用了能够反映半无限域介质中位移衰减特性的映射无限元，通过matlab 、 ansys 、 fortran三种计算软件之间数据交换得出了弹性地基下坝体的动力特性，并通过自编newmark -法程序计算了坝体在地震荷载作用下动位移响应。
• ( 3 ) the theory of morden optimal control is used for the controller design of the active vibration isolation system . two algorithms , instantaneous optimal control and linear quadratic gauss optimal control , have been discussed and compared . an instantaneous optimal closed - loop control algorithm in structural space is derived by using the newmark scheme
  ( 3 )应用最优控制理论设计控制器，对瞬时最优控制和线性二次型gauss ( lqg )闭环控制方法进行研究和对比，并导出构形空间内的瞬时最优闭环控制算法。
• Taking the bending stiffness , cable sag and cable inclination into consideration , the space vibration control of the cables using the visco - elastic dampers in cable - stayed bridges is investigated by joining the center difference method and the state space strategy . both the maximum modal damping ration and the optimal damper size are obtained , then the practical suggestions are proposed for the design of the dampers . the space nonlinear vibration equations of the cable - damper system are derived , and a new hybrid method for solving the cable - damper system is presented by combing the newmark method and pseudo - force technology
  综合考虑了拉索抗弯刚度、垂度的影响，研究了粘弹性阻尼器对斜拉桥拉索的空间振动控制，联合中心差分方法及状态空间法，得出了拉索面内、外振动各阶模态可能达到的最大阻尼比及相应的最优阻尼器系数，并对斜拉桥拉索的阻尼器设计提出了参考建议：考虑拉索抗弯刚度、垂度及几何非线性，导出了索-阻尼器系统的空间振动非线性方程组，结合newmark方法及伪力( pseudo - force )方法，创新地提出了求解非线性方程组的杂交方法，根据拉索-阻尼器系统的阻尼特性，在各种荷载作用下，对索-阻尼器系统的非线性瞬态振动响应进行了研究，从系统响应的角度更加直接地验证了阻尼器的控制效果。
• Based on newmark ' s step - by - step implicit integration method , the response analyses of a tunnel are performed by using viscous - spring artificial boundary under various earthquake accelerations and multiform conditions of surround rock . the seismic responses of the tunnel are calculated by changing parameters of surround rock within the tunnel some ranges . two kinds of shock absorption measures , which are setting shock layer and reinforcing surround rock are studied and shock absorption effects , applicable to cases and shock mechanism are analyze
  4计算了不同地震动作用下不同的围岩材料对隧道地震反应的影响，并通过改变隧道衬砌一定范围内围岩材料的参数，计算了隧道的地震反应，分析了在隧道施工中设置减震层和注浆加固一定范围内围岩这两种方法的减震效果、适用条件及其减震机理。