前处理程序的英文

• preprocessor

• "前"英文翻译    front
• "处理"英文翻译    deal or cope with
• "程序"英文翻译    procedure
• "catch处理程序" 英文翻译 :    catch handler
• "cobol处理程序" 英文翻译 :    cobol processor
• "fortran处理程序" 英文翻译 :    fortran processor
• "包处理程序" 英文翻译 :    packet handler
• "表处理程序" 英文翻译 :    list processing program; list processing routine; list processor
• "处理程序" 英文翻译 :    handler; handling procedure; manipulator; proce ing program; processing program processor; treatment schedule
• "处理程序表" 英文翻译 :    processing program table
• "得处理程序" 英文翻译 :    call proce ing pragram; call processing pragram
• "宏处理程序" 英文翻译 :    macro processor; macroprocessor
• "后处理程序" 英文翻译 :    down stream; post processor; postprocessor
• "块处理程序" 英文翻译 :    bh block handler; block handling routine; block processor; block-handling routine
• "批处理程序" 英文翻译 :    batch facility; batch program; batch-processing program
• "微处理程序" 英文翻译 :    pid
• "异处理程序" 英文翻译 :    error alert program
• "予处理程序" 英文翻译 :    preproce or; preprocessor
• "预处理程序" 英文翻译 :    preprocessing program; preprocessor
• "源处理程序" 英文翻译 :    source handler
• "主处理程序" 英文翻译 :    master processor program
• "字处理程序" 英文翻译 :    word processor
• "处理程序；处理器" 英文翻译 :    handler
• "处理机,处理程序" 英文翻译 :    processor
• "处理机；处理器；处理程序" 英文翻译 :    processor

• A pre - processor for the design of raft foundations in a network
  网络环境下的筏基前处理程序
• In order to coordinate internal force calculation in algor feas , the preceding processing program and post processing program are worked out
  为了配合algorfeas的内力计算，本文还用visualbasic编制了前处理程序和后处理程序。
• Analyze the stresses distributing of helical gear in long direction using 3dcbem . optimize the shape of dentiform using cvm as the optimize algorithm . the result were satisfied
  作者编制了斜齿轮前处理程序，应用边界元应力分析程序3dcbem分析了沿齿宽方向的轮齿接触应力的分布。
• E . on the basis of drawing up the discrete rod element , the preprocessor procedure forming the element formation of arbitrary orientation rock bolt is worked out . f
  在编制离散式杆单元的基础上，编制了生成任意岩体锚杆单元信息的前处理程序，从而克服了常规的有限元算法中必须将锚杆布置于单元结点的常规做法。
• The main results as the following : 1 . after the grain - size analysis of the holocene stratigraphic section has been carried out and many experiments done ; the previous processing program of grain - size analysis is gained . the samples were tested by advanced laser grain - size instrument
  工作主要取得了以下成果： 1 、对全新世地层剖面进行了粒度分析，经过多次反复实验，得到粒度分析的前处理程序，并用当前先进的激光粒度仪对样品进行了测试。
• ( 2 ) as an important outcome in the paper , the author developed the flac3d pre - processing package in the basis of the 12 primitive meshes provided by flac3d , which can construct the calculating model containing the actual topographic and geological features of the investigated area automatically . thus , it can not only improve the calculating precision , but also decrease time consuming greatly . and the design method of the program is a good help to the same kind of programs
  ( 2 )在flac ~ ( 3d )软件的提供的十二种初始单元网模型( primitivemesh )的基础上，独立地开发了flac ~ ( 3d )前处理程序( flac ~ ( 3d ) pre - processingpackage ) ，成功实现了建模自动化，极大地提高了工作效率，并且把真实地形、地貌反映到计算模型中，大大提高了计算的精确度和可靠度，在建模技术上有了新的突破，其设计思路也值得同类软件借鉴。
• In this thesis , the pre - processing program of fearpv ( finite element analysis for sealing system in reactor pressure vessel ) is developed , parameterization finite element automatical modeling is achieved , and computational model which is close to actual sealing system structure in the reactor pressure vessel is built
  本文开发了反应堆压力容器瞬态密封有限元分析程序fearpv的前处理程序，实现了参数化的有限元分析模型的自动生成，建立较接近反应堆压力容器密封结构实际情况的计算模型。
• Firstly , this paper systematically deals with the development the pile foundation ; secondly , this paper importantly talks about the finite element program of pile foundation " s theoretical base and calculating model ; thirdly , this paper using the sap software to make grids , the front auxiliary program , the finite element program of pile foundation and the behind auxiliary program , so that the pile " s ultimately bearing capacity in a practical pile foundation is gotten ; finally , this paper contrastively analyses the pile " s ultimately bearing capacity by the static load test ; according to the calculated results and analysis , this paper gets some valuable conclusion , which can be used in practice
  其次，本文着重讨论了《桩基承载性状有限元程序》的理论基础和计算模型；再次，本文利用sap软件剖分网格，将编译得到的数据文件调入前处理程序，然后进入《桩基承载性状有限元程序》 ，经后处理程序处理后，来分析桩基工程实际中单桩的极限承载力。本文还详细分析了桩基工程实例的静载试验的实测资料，得到了单桩的极限承载力。最后，本文将用有限单元法计算得到的单桩极限承载力与静载试验结果进行对比研究，说明用有限单元法来分析单桩极限承载力具有可靠的精度是可行的。
• Recurring to pre - process program of ansys and drawing functions of winsurf , pre - process program serving to finite elements auto - division of dam bodies and basements models and post - process program capable of plotting various isolines of stress and dams " distortion are worked out . collecting program of data files necessary for dams " dynamic stability analysis is also finished
  借助于ansys前处理程序和winsurf绘图功能，用vb6 . 0语言编制了用于进行坝体?坝基模型有限元网格自动划分的前处理程序和能够绘制各种应力等值线或坝体变形图的后处理程序；编制了进行土石坝地震稳定性分析所需要的数据文件集成程序。
• Using 3d 20 - node iso - parameter , 3d 12 - node infinite element and 3d 16 - node interface element , a coupled numerical approach for pile group - soil system under lateral loads is set up . a corresponding three - dimensional , nonlinear and elastic - plastic program ( epagpll ) , include two materials and four nonlinear constitutive relations , is worked out by fortran 90 computer language . in the analysis the nonlinear e - model , k - g model and cambridge model with two yield surfaces are employed in the analysis of near - field soil , and the nonlinear analysis method is used in the piles - soil interface and distant - field soil
  本人用有限元进行桩体和近域土的分析，对远域土体采用无限单元，在桩土之间采用接触面单元，建立了平面8节点环状单元6节点无限元6节点接触面单元相耦合的数值计算模型；针对竖直受力桩的流变分析，本人用内嵌于autocad的vba语言编制了前处理程序，可以快速形成包括网格、节点编号、单元编号在内的数据文件，供计算程序使用；同时在前人关于流变问题研究的基础上，引进土体非线性流变本构模型，利用有限元、无限元、接触面单元相结合的方法，用c + +语言编制了相应的计算程序。