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结构分析程序的英文

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"结构分析程序"怎么读用"结构分析程序"造句

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  • structural analysis program

例句与用法

  • Structural analysis program
    结构分析程序
  • Combined with the structure stiffness method , sacb ( structure analysis program of curved bridge ) is compiled in the environment of visual basic 6 . 0
    结合结构矩阵位移法的基本思路,用visualbasic6 . 0编制了曲线梁桥结构分析程序sacb ( structuralanalysisprogramofcurvedbridge ) 。
  • On the basis of the current states of bridge structure analysis program application and the rapid development of software technology , this paper studies systematically on the software development technology of bridge structure analysis program
    本文针对桥梁结构分析程序应用现状和日益发展的软件技术,对桥梁结构分析软件开发技术进行了系统研究。
  • The author has adopted sap2000 procedure to make 3 - d static and dynamic analysis and obtained the designing internal force , displacement and dynamic characteristic parameter of each element under different load cases
    对渡槽结构采用结构分析程序sap2000进行三维静力和动力分析,得出了各类构件在不同工况下设计内力值、位移值以及渡槽的动力特性参数等。
  • The method of spatial curved girder element in this paper offer reference for analysis of curved girder bridge , so it is significative to actual structural and lay a foundation for further development of curved girder structural analysis program
    本文提出的空间曲梁单元的实用计算方法,为弯梁桥的空间分析提供了参考,具有工程实际意义,也为进一步完善弯梁桥结构分析程序奠定了基础。
  • By means of these studies , author gives a complete theoretical analysis for the development of bridge structure analysis program , and gets a good practical proof . these works build up the preliminary funderment based on which a new generation bridge structure analysis program can be developed further
    通过这些研究,本文为桥梁结构分析程序的开发从理论上作了较完整的探讨,又从实践上得到验证,为新一代桥梁结构分析软件的进一步发展打下了良好的基础。
  • On concerning with the problems of the preprocessing and the postprocessing , it briefly introduces the theories of the computer graphics and discusses how to apply the interactive graphic technology in developing the structure analysis . on concern with the computing , it classifies the computing tasks of structure analysis programs with the concepts of oop and points out the hierarchy of the tasks . it also presents the ideas of constructing the structure analysis storehouse
    在前后处理当中,本文着重运用计算机图形学的知识讨论了怎样将图形交互技术运用于结构分析程序的编制,在结构分析计算中则运用面向对象思想对结构分析程序的计算任务进行了分类,并指出了其中的层次关系,进行了类的设计,还针对不断发展的结构分析方法,提出了建立结构分析类库的思想。
  • Also the modeling of the super - length tall buildings is provided . the whole structure of super - length tall buildings is chosen as an object of study , and a worldwide used large - scale structural analyzing program named super sap93 is also chosen to decentralize the structure into elements . the beams and columns of the structure are modeled as dimensional beam components , and the floor slabs and sheer walls are modeled as dimensional slab components
    本文以超长高层建筑整体结构为研究对象,采用国际通用的大型结构分析程序supersap93对超长高层建筑结构进行有限元离散,结构的梁和柱采用空间梁单元模型,楼板和剪力墙以及筒体结构采用空间板单元模型,建立实用的超长高层建筑结构整体结构分析模型。
  • The research is presented based on the classical laminate theories for special boundary conditions and few papers have been formulated based on higher - order laminate theories with various cases of boundary conditions . the paper will create the structural - engineering program with mathematica to solve the problem of composite laminated plates based on higher - order laminate theories with various cases of boundary conditions
    目前仅局限于有特殊边界条件的古典板理论,很少有文章涉到各种边界条件的高阶板理论。本文将利用mathematica的计算环境,编制结构分析程序,在各种边界条件下,应用多种板理论求解各向异性矩形层合板的振动控制问题。
  • The present findings of nonlinear research in frame structures , and the methods for design of second - order effect in the codes from china and other countries , were briefly introduced in this paper . the contents and methods of design and calculating about second - order effect in gb50017 - 2003 were discussed as well . a rotational displacement equation for geometric nonlinear structures was derived , and then a nonlinear finite element program for rigid frames was compiled by fortran
    本文简要地介绍了框架结构非线性研究的现状以及各国规范对框架二阶效应的设计内容和方法;对我国《钢结构设计规范》 gb50017 - 2003给出的考虑框架结构二阶效应的方法进行了探讨;推导了基于几何非线性框架的转角位移方程,在此理论基础上用fortran语言编制了刚性框架二阶内力分析的有限元计算程序,并用此结构分析程序对多种框架进行了一阶和二阶的弹性分析,讨论了二阶效应在框架分析中不应忽略的原因,同时分析了影响框架二阶效应的因素。
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