计算结构的英文

• computing mechanism

• 计算    count; compute; calculate; r ...
• 结构    structure; composition; cons ...
• 独立计算结构    independent computing architecture
• 计算结构力学    computational structural mechanics
• 网络计算结构    network computing architecture
• 核算结构    accounting structure
• 预算结构    budgetary structure
• 成效,计算结果    resulted (l04)
• 计算结果    caiculated effects; computational solution; computed result; output; printout; value
• 财务计算结果    financial result
• 计算结果检查    hi to check; hi-lo check; hi-lo-check
• 计算结果检验    hilocheck
• 计算结果图像    computer picture
• 打印出的计算结果    printout
• 化学计算结合常数    stoichiometric association constant
• 计算结果单元格    result cells
• 网络计算结果压缩    nv network value pack
• 合作开放式运算结构    architecture open cooperative computing
• 开放合作式运算结构    open cooperative computing architecture (occa)
• 预算结构和格式咨商小组    reference grouon structure and format of budget
• 计算结果保留三位小数    calculate to three decimal places
• 打出的飞行试验数据计算结果    printout of flight-test data
• 让我们查核一下他的计算结果    let's make a check on his calculation
• 计算机结构    calculator structure; computer architecture; computer configuration; computer organization; computer structure
• 计算器结构    calculator structure

• Though the method of grading is easy of handing , but the trend of the reliability assessment standard ' s development is calculating the numerical value of the structures " reliability , and residual life method , fuzzy reliability method and monte carlo method are just about the powerful instrument for getting the reliability values
  鉴定评级的方法虽然容易操作，但可靠性鉴定标准的发展趋势是进行结构的可靠度数值计算，剩余寿命法、模糊可靠度法、 montecarlo法正是计算结构可靠度的有力工具。
• Based on the structure design of network computing , function , software of ncs , with using b / s model , o - o ( object - oriented ) , com / dcom , ole , fieldbus , java , web , software bus , plug - and - play technologies , the architecture and integrated model of ncs are built . the method of process model making is also proposed . to realize and enhance the field process ability , the conception of ip ( intelligent pro - node ) is proposed
  本文在分析ncs基本需求、构建ncs的网络计算结构、功能结构、软件结构基础上，采用b s模式、面向对象技术、 com dcom 、 ole 、现场总线技术、 java技术、 web技术、软件总线和即插即用技术等，建立了ncs的体系结构和集成机制，提出了ncs的生产过程建模方法。
• So it is appears important to analyse capability of this structure , the people can compute all kinds of complex structure ’ s response under different sorts of exact load on current software , but the source program of the computing question , which is “ black box ” , on the contrary , fepg can get the source program , which can provide preference for the optimization of structure , even embed in the optimizing program and save much time of compiling program , linking to ga to identify the load can get the good result . so the problem is solved to alleviate the deadweight and the optimize design of the structure , as well as improve its secure capability
  对格栅结构进行力学分析就显得至关重要,尽管利用通用有限元软件能够计算结构承受任意可以准确描述的载荷作用下的响应问题,但内部计算却是“黑箱”操作,利用fepg可以得到计算源代码,能够为优化程序提供参考甚至可以嵌入其中,节省繁琐的有限元计算编程内容,结合遗传算法进行载荷重构,往往会收到很好的效果,这就解决了由于工作环境比较复杂,引起响应的载荷难以直接测量得到的难题,从而为结构优化设计和提高安全性能的提供了保障。
• Rigid - framed arch bridge is a statically indeterminate structure with thrusting force and over the cross section of the bridge structure induce obvious stresses resulted from temperature variations . however , because of the complexity of this bridge structures , it is so difficult to calculate temperature stress , and that researchers and designers have to simplify the calculating methods , and get inaccurate conclusions
  刚架拱桥是一种有推力的高次超静定结构，温度效应对其的影响相当明显；但由于其构造复杂，计算结构的温度应力存在着很大的困难，这就使得研究和设计人员采取简化的计算方法，但得出的结论粗糙。
• Then , the theory of multiresolution and 2 - d tensor product multiresolution which are theoretical bases of discrete wavelet transformation are discussed and wavelet algorithms of analysis and reconstruction are strictly reasoned . the emphasis in this paper is exploration in realization of 2 - d dwt in image processing . through exploring the structure of nonseparable computation method applied to realize 2 - d dwt using orthonormal wavelet base with periodical extension of image data and biorthonormal wavelet base with symmetrical periodical extension of image data and analyzing characters of 2 - d wavelet filters which are produced by 1 - d wavelet filters , and combining a new computational method , modified algorithms are proposed
  通过研究对图象数据采用周期边界延拓，利用正交小波基的二维离散周期小波变换和对图象数据采用对称周期延拓，利用双正交小波基的二维离散小波变换的非分离计算方法的计算结构，并对由一维正交小波滤波器和一维双正交小波滤波器以张量积方式构造的二维小波滤波器的特点进行了分析，结合一种新的计算方式，对算法进行了改进。
• Finally to remove the disadvantages above - melltioned , this paper preseats the op - timization model of calculating the structural reliability index , b , under related normal random varables . applying the - knowledge of optiwhation programming , the author presented three methods to calculate the index , g . several exainples are given to prove the validity of those thiee algorithms
  第三章，针对一次二阶矩法的弱点，提出了在随机变量相关的情形下计算结构可靠指标的优化模型，结合最优化理论知识提出了三种计算的算法，并给出了相应的算例。
• Four records with different earthquake magnitude , epicentral distance and spectrum ingredient are selected as the seismic input . the result of it compared with the result of test and spectrum analysis . lastly , on the basis of analysis result the conclusion is drawn and the recommendation and perspectives are put forward
  选取了el - centro波等四条不同震级、不同震中距及频谱成份不同的地震波作为输入波，对其进行了反应谱分析，计算结构在其作用下的动力反应，并与试验结果及反应谱分析结果进行对比。
• Structural dynamic analysis in engineering has two basic methods - finite element analysis method and test model analysis technology , they all have their own advantage and defect , recently , some put forward to combine finite element analysis method and test model analysis technology , take length mutually and mend short , in order to analyse and calculate the dynamical character of the structure
  工程实际中普遍采用有限元分析方法和试验模态分析技术进行结构动力分析，这两种技术都各有优缺点，近年来，有人提出把有限元方法和试验模态分析技术有机的结合起来，相互取长补短，分析计算结构的动力特性。
• Since 1990 ' s , distributed computing architecture began to transform into multi - tier from two - tier , and the borderline between client and server is ambiguous increasingly . traditional client / server architecture can not be adapted to distributed computing environments . distributed object technology can solve the problem
  进入90年代以后，分布式计算结构开始从两层向多层转化，客户机和服务器之间的界限也日渐模糊。传统的客户/服务器结构已经无法适合于分布式计算环境。
• This thesis also introduces some kinds of the jointing of cable and membrane strucfores . an open - air palestra has been designed in this thesis . the force density method has been used to analyze the shape , and the nonlinear finite method has been used to analysis the loads
  最后，本文还采用文中推导的离散方法，通过力密度法对某风雨操场进行形态分析，并通过将找形结果用非线性有限元法在无荷载状态下计算结构的应力，结果表明本文推导的方法找形精度是足够高的。

• 计算结构的日语：けいさんこうぞう