无限元的英文

• infinite element

• "无限"英文翻译    infinite; limitless; boundle ...
• "元"英文翻译    first; primary
• "无限元法" 英文翻译 :    infinite element method
• "无限" 英文翻译 :    infinite; limitless; boundless; immeasurable; unlimited 前途无限光明 comparably brilliant prospects; 无限信仰 firmly believe; 无限责任 unlimited liability; 无限热爱 have boundless love for;无限忠诚absolute devotion to;人的生命是有限的, 但为人民服务是无限的。 there is a limit to one's life, but no limit to serving the people.; 无限公司 unlimited company; ordinary partnership; 无限恐怖 apeirophobia; 无限扩大积累 unlimited expansion of accumulation; 无限循环 endless loop; 无限责任公司 company of unlimited liability
• "极限元" 英文翻译 :    limit element
• "限元法" 英文翻译 :    fem; finite element method
• "有限元" 英文翻译 :    finite element; finite-element
• "超有限元" 英文翻译 :    hyper-finite element
• "等参有限元" 英文翻译 :    isoparametric finite element
• "定限元件" 英文翻译 :    threshold exceeded
• "矩形有限元" 英文翻译 :    rectangular finite element
• "梁有限元" 英文翻译 :    beam finite element
• "时限元件" 英文翻译 :    timing element
• "有限元程序" 英文翻译 :    finite element program
• "有限元法" 英文翻译 :    fem=finite element method; finit element method; finite elements method; finite-element approach; finite-element method; method of finite elements
• "有限元方程" 英文翻译 :    finite element equation
• "有限元方法" 英文翻译 :    finite element method
• "有限元分析" 英文翻译 :    finite element analyses; finite element analysis (fea); finite element method; finite-element analysis
• "有限元技术" 英文翻译 :    finite element technique
• "有限元计算" 英文翻译 :    finite element calculation
• "有限元理论" 英文翻译 :    theory of finite element
• "有限元模拟" 英文翻译 :    finite element analogy; finite element modelling
• "有限元模式" 英文翻译 :    finite element model
• "有限元模型" 英文翻译 :    finite element model
• "有限元素" 英文翻译 :    finite elemente finite elements

• Infinite element method ; interface problem ; singularity
  无限元方法内边界问题奇性
• Finite infinite element method for the acoustic radiating problem
  使用有限元和无限元耦合求解声辐射问题
• Studying on the response of subway tunnel subjected to earthquake loading
  引入无限元的地铁区间隧道地震反应分析
• Infinite element method
  无限元法
• Among them , the interface element is used to think of the interface slippage and ripping , and the infinite element is used to reflect the remote effect of infinite foundation soil field
  其中，接触单元考虑结构与土壤之间的错动滑移及拉裂,而无限元可有效地反映地基土体无限域的远场效应。
• 2 . finite and infinite element coupling method applied in the paper can not only reflect the scattering phenomenon of waves , but also lessen the amount of calculation . it has significant advantage compared with pure finite element method
  L本文的有限元一无限元耦合分析方法，不仅可以较好地反映波在无限域介质中的能量弥散现象，同时大大减小了计算量，与单纯的有限元法相比，具有显著的优越性。
• The paper research the influence to dynamic property and earthquake response of dam which is situated in yuankou , guangxi , brought about by foundation - dam interaction . the study is based on theories of finite and infinite element , at the same time combining the principle of elastic semi - space
  本文从有限元、无限元原理出发，结合弹性半空间理论，以广西源口拱坝为例，研究了地基基础与坝体相互作用对坝体动力特性的影响。
• Besides , based on the theoretical study , a corresponding coupling program with 3 - d elastic - plastic finite element and infinite element is developed . according to the above contents , the effects of stability and safety of the surrounding rocks of different characteristics , different classes and under different construction methods are analyzed , the good and bad about different construction methods under the condition of the same kind of surrounding rock are compared , and some useful conclusions are drawn
  此外，在本文理论研究的基础上开发出相应的三维弹塑性有限元-无限元耦合计算机程序，并据此分析了雪峰山隧道在不同围岩类别条件下，不同的施工开挖方案对其结构及围岩稳定性和安全性的影响，比较了相同围岩条件下各种施工方案的优劣，得出了一些有益的结论。
• 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。
• Associated with a project of the planned xuefengshan tunnel with 7 . 6 km long during the construction of shaoyang to huaihua expressway in hunan province of shanghai to ruili national trunk highway , this paper firstly makes an introduction of the frequently - used analysis & computation methods for tunnel supporting structure . then , based on the analysis of the basic theory about the interaction mechanism of surrounding rock and support structure , a spatial computation model is made , a coupling numerical computation method with 3 - d elastic - plastic finite element and infinite element is proposed , and a comprehensive analysis has been made to the effects of the overall stability and safety of the surrounding rocks of different characteristics , different classes and under different construction methods . and thus the problem of 3 - d infinite region to which applying the general finite ca n ' t do has been resolved
  6公里的雪峰山隧道工程，首先介绍了隧道支护结构的常用分析计算方法；然后通过对隧道施工过程中，洞室稳定性与支护结构相互作用机理的深入分析，建立了隧道施工过程的空间计算模型，提出了采用三维弹塑性有限元-无限元耦合的数值计算方法，综合分析了隧道在不同围岩特性和围岩类别条件下，以及不同施工开挖方案等对隧道围岩整体稳定和安全性的影响，从而解决了通用有限元方法难以解决的隧道三维无限域问题；其可充分发挥有限元法在分析非线性方面的有效性和成熟性，以及无限元法在分析处理无限域和半无限域方面的精确性和简便性，为隧道施工过程中围岩的稳定性分析开辟了一条新的途径。