弹性地基板的英文

• elastic foundation plate
• elastically supported continuous girder

• "弹性"英文翻译    elasticity; resilience; spri ...
• "地基"英文翻译    ground
• "板"英文翻译    board; plank; plate
• "弹性地基" 英文翻译 :    elastic foundation; elaxtic subgrade
• "弹性地基梁" 英文翻译 :    beam on elastic foundation; beamonelasticfoundation; elastic foundation beam
• "粘弹性地基" 英文翻译 :    viscoelastic foundation
• "弹性地基；弹性基础" 英文翻译 :    elastic foundation
• "弹性基椿弹性地基" 英文翻译 :    elastic foundation
• "谈弹性地基梁分析" 英文翻译 :    analysis of beams and slabs on elastic foundation
• "弹性基础梁；弹性地基梁" 英文翻译 :    beam on elastic foundation
• "浅基础谈弹性地基梁（板）分析" 英文翻译 :    analysis of beams and slabs on elastic foundat
• "浅基础谈弹性地基梁分析" 英文翻译 :    analysis of beams and slabs on elastic foundation
• "弹性地" 英文翻译 :    helenite
• "多孔性地基" 英文翻译 :    porous foundation
• "膨胀性地基" 英文翻译 :    swelling ground
• "弹性地板" 英文翻译 :    double elastic swing floor; resilient flooring
• "弹性地层" 英文翻译 :    elastic formation
• "弹性地蜡" 英文翻译 :    caoutchouc; dapeche; dapiche; helenite
• "弹性地蜡；地蜡" 英文翻译 :    agerite
• "弹性地腊" 英文翻译 :    fuggerite
• "弹性地面" 英文翻译 :    elastic ground; resilient flooring
• "弹性地面层" 英文翻译 :    resilient floor surface covering
• "弹性地期" 英文翻译 :    elastic foundation
• "有弹性地" 英文翻译 :    elastically; springily
• "地基板 锚板 锚定板 系定板" 英文翻译 :    anchorplate

• Elastic foundation plate
  弹性地基板12
• 6 . the similitude law was deduced by analysis of the differential equation of slabs on elastic foundation
  6 、由相似分析得到了几何相似的弹性地基板的频率相似关系。
• It is proved that the proposed method takes great advantage over clculateness precision and convergence
  算例结果表明本文方法计算弹性地基板在收敛性和计算精度方面都有更大的优势。
• Therefore , the research in bending problem of moderate - thick plates and the analysis in the interactions of plates and foundation becomes more important in engineering practice
  因此,中厚度弹性地基板的弯曲问题研究以及板与地基相互作用分析对工程实践有着越来越重要的意义。
• The foundation reaction , all the displacements and stress components can obtained . numerical results are compared with exact solutions and those calculated by using saps or sap84
  能求出弹性地基板的地基反力，全部位移和应力分量。将数据结果与精确解及sap5或sap84有限元解进行了对比。
• Based on the transform of coordinate and principle of superposition , a generalized integral formula dealing with moving load problem is established . an impulse response function used in the integral is obtained by means of laplace and hankel transform
  在论文中，基于线性系统的叠加原理和坐标变换，建立了求解移动荷载作用下粘弹性地基板的动力响应积分公式，把运动荷载问题转化为获取位移脉冲响应函数。
• The main contents include : 1 . the mechanics performances of geometrically similar slabs under static load on the same elastic foundation are similar , according to the analysis of slabs with similitude laws and tests of soil stress under rigid pavements with different size ratios . 2
  主要内容包括： 1 、根据静力荷载下不同相似比的刚性路面板下的土压力测试结果，结合应用相似理论对弹性地基板所作的分析，指出同一场地土上几何尺寸相似的弹性地基板在静载下的力学性能相似。
• The elastic foundation model is considered as two - parameter elastic foundation model and its effect to moderate - thick plates are taken into account by a set of governing differential equations . united with hu hai - chang ’ s function , least squares collocation weighted residual method which uses b - spline function as trial function is put forward for solving the bending problems . compare with the results of finite element method of lines , spline finite strip method , accurate solution of series etc . it is proved that the method in this article has adequate accuracy and practical feasibility
  本文采用瑞斯纳中厚板理论求解弹性地基板,建立双参数地基与中厚板相互作用的控制微分方程,结合胡海昌的解耦函数,运用双五次b样条函数作为试函数的离散型最小二乘加权残值法分析了双参数地基上的中厚板的弯曲问题,并将结果与有限元线法、有限条法、级数精确解等进行比较,证明本文方法具有足够的精确性与实际的可行性。
• When calculating it , the foundation effectness is taken in the controlling differential equation of thick - plate on the elastic foundation , general first the base solveness of the equation is derived by flouier integeral and 8 - function . , then the boundary integeral equation is created by image work theory , finally discret the boundary and the algebraic equation iscreated
  在计算弹性地基板时把地基效应归并到弹性地基上中厚板弯曲问题的控制微分方程中。利用广义傅立叶积分和狄拉克函数性质推导出该方程的基本解，继而利用虚功原理建立边界积分方程。通过边界离散，建立代数方程。