fortran語言的英文

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英文翻譯
造句

forntran formula translation
fortran language

fortran Fortran, fortran n. 【計(jì) ...
語言 language
fortran 程序語言 fortran
類fortran語言 fortran like language; fortran-like language
美國標(biāo)準(zhǔn)fortran語言 asa fortran
fortran語言加工程序 fortran language processor
for fortran 語言的源碼文件格式
fortran Fortran, fortran n. 【計(jì)算機(jī)】 1.公式變換 (＝ formula transformation)。 2.公式翻譯，公式譯碼(資料處理) (＝ formula translation)。 3.公式轉(zhuǎn)換器，公式翻譯程序 (＝ formula translator)。
fortran if fortran條件語句
asa fortran 美國標(biāo)準(zhǔn)fortran語言; 美國國家標(biāo)準(zhǔn)
cod fortran 語言的程序編譯碼格式
commercial fortran 商用格式化語言
fortran assembler fortran匯編程序
fortran compiler fortran編譯程序
fortran continue fortran的繼續(xù)語句; fortran繼續(xù)語句
fortran evaluation fortran求值
fortran file fortran文件
fortran function fortran函數(shù)
fortran go to fortran轉(zhuǎn)向語句
fortran implementation fortran實(shí)現(xiàn)
fortran keyword fortran關(guān)鍵字
fortran language fortran語言; 福傳語言; 公式翻譯語言
fortran like 類似fortran的
fortran machine fortran機(jī)器
fortran processor fortran處理程序

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例句與用法

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
本文簡要地介紹了框架結(jié)構(gòu)非線性研究的現(xiàn)狀以及各國規(guī)范對框架二階效應(yīng)的設(shè)計(jì)內(nèi)容和方法；對我國《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》 gb50017 - 2003給出的考慮框架結(jié)構(gòu)二階效應(yīng)的方法進(jìn)行了探討；推導(dǎo)了基于幾何非線性框架的轉(zhuǎn)角位移方程，在此理論基礎(chǔ)上用fortran語言編制了剛性框架二階內(nèi)力分析的有限元計(jì)算程序，并用此結(jié)構(gòu)分析程序?qū)Χ喾N框架進(jìn)行了一階和二階的彈性分析，討論了二階效應(yīng)在框架分析中不應(yīng)忽略的原因，同時(shí)分析了影響框架二階效應(yīng)的因素。
So according to the technology regulation of reclamation engineering , hydraulic calculation must be carried out in the design of final closure . this paper firstly introduces the progression and present situation of reclamation engineering , emphasizing on the features of present reclamation and on the experiences and theories of home and abroad ; using fortran perfects the hydraulic calculation program of the closure and makes the program to meet different conditions ( such as considering flood , the variation of time interval , multi - entrance , multi - reservoir capacity ) , and after comparing and analyzing a great deal of schemes , the reasonable computation scheme was brought up ; the interface of the program was carried out by the programming language vb to make the process of calculation become easier and more distinct , so the result can be analyzed and handled more directly ; vb is used in the later management of the result to plot the graphic chart of the isoline of the maximum of hydraulic element ( the velocity of flow , the drop height and the rate of flow ) automatically ; finally it was applied in the reclamation project of dongbidao of fuqing
本文首先介紹圍海工程的發(fā)展進(jìn)程與國內(nèi)外圍海的開發(fā)現(xiàn)狀，重點(diǎn)介紹了我國目前圍海工程的特點(diǎn)及在圍海工程實(shí)踐中積累的經(jīng)驗(yàn)和理論；利用fortran語言完善堵口工程龍口水力計(jì)算程序，使程序可以滿足圍海工程復(fù)雜工況下(如考慮內(nèi)港洪水、計(jì)算時(shí)段的變化、多口門、多庫容、多水閘)的龍口水力計(jì)算，并進(jìn)行大量方案的比較和分析，提出合理計(jì)算方案；利用面向?qū)ο蟮目梢暬幊陶Z言vb進(jìn)行界面開發(fā)，使計(jì)算過程有良好的人機(jī)界面，更直觀地對計(jì)算結(jié)果進(jìn)行分析和處理；計(jì)算結(jié)果的后處理采用vb編程實(shí)現(xiàn)龍口水力要素最大值等值線圖的繪制；并運(yùn)用所編軟件對福建省福清市東壁島圍墾工程進(jìn)行龍口水力計(jì)算，為堵口合龍?zhí)峁┛茖W(xué)依據(jù)。
The theory and the implementation of the genetic algorithms are discussed in detail . the question on how to choose the crossover probability , the mutation probability , the scale of population and the numbers of the generation is discussed . then , the mathematics model of the optimal design is established
詳細(xì)介紹了遺傳算法的理論和實(shí)現(xiàn)技術(shù)，探討了交叉概率、變異概率、群體規(guī)模、進(jìn)化代數(shù)等變量的選取問題，建立起了基于遺傳算法的深基坑支護(hù)結(jié)構(gòu)設(shè)計(jì)的優(yōu)化模型，結(jié)合彈性地基梁有限元法，利用fortran語言編制了gafortran優(yōu)化程序，程序中包括普通遺傳算法和改進(jìn)遺傳算法。
In the development process , according to the idea of modular modeling , the author rationally compartmentalized thermal system . this software has very strong graphic module edit and manage capacity , thus device interface topologic definition method is applied to define the topologic structure , and the topologic structure can be analyzed automatically and correctly . since the device module was encapsulated two parts , so , through topologic analysis , the correct source simulation program was created directly
在組態(tài)過程中，本文采用設(shè)備接口方式定義仿真系統(tǒng)的拓?fù)浣Y(jié)構(gòu)，實(shí)現(xiàn)了對仿真系統(tǒng)拓?fù)浣Y(jié)構(gòu)的自動識別和設(shè)備模塊的自動參數(shù)化功能，用戶只需完成仿真模型系統(tǒng)的構(gòu)建和相應(yīng)物理參數(shù)及運(yùn)行工況數(shù)據(jù)的輸入，軟件便會根據(jù)拓?fù)浞治龅慕Y(jié)果和自動參數(shù)化的結(jié)果直接生成fortran語言的仿真源程序。
Considering connective , geometrical , and material nonlinear , the stiffness - matrixes equations were proposed in this paper . a two - dimensional nonlinear finite element program for steel frame with semi - rigid connection was complied successfully . after the internal force and the horizontal displacement of semi - rigid connection steel frame were calculated , its bearing capacity was discussed and the analysis results were compared with the experimental ones , it was used as the collapse characteristic after structural ultimate strength had lost and the appearing orders of plastic hinges and it was reasonably suggested for the design of semi - rigid connection steel frame
本文通過建立考慮連接非線性、幾何非線性和材料非線性的剛度矩陣方程，用fortran語言編制了半剛性連接鋼框架的二階-塑性鉸分析的有限元計(jì)算程序，對半剛性連接框架內(nèi)力和位移進(jìn)行計(jì)算，討論了半剛性連接框架受力性能，并將計(jì)算結(jié)果與試驗(yàn)結(jié)果進(jìn)行對比，了解結(jié)構(gòu)在喪失極限承載力后的破壞形態(tài)和塑性鉸出現(xiàn)的順序，并對半剛性節(jié)點(diǎn)鋼框架設(shè)計(jì)提出合理的建議。
Based on plane section assumption , this paper presents the methods of calculating the ultimate strength of the columns strengthened with cfrp , and makes a simplification of the methods . a fortran program on nonlinear method is presented to numerically analyze the characteristics of large eccentrically loaded columns strengthened by longitudinal straps of cfrp , calculating results compare well with experimental data
本文在平截面假定的基礎(chǔ)上分別推導(dǎo)了碳纖維布縱向粘貼大偏心受壓柱的正截面承載力校核和截面加固基本計(jì)算公式，并對公式進(jìn)行了相應(yīng)的簡化；運(yùn)用fortran語言編制相應(yīng)程序?qū)v向粘貼碳纖維布大偏壓柱進(jìn)行了數(shù)值分析，本文公式計(jì)算結(jié)果和程序計(jì)算結(jié)果均與試驗(yàn)結(jié)果吻合良好。
For having a directly perception to the influence of interaction , the author completes program of calculating huge structure ' s dynamic properties which worked out by fortran language , and employ 3d incompatible isoparametric element figures out the dam properties in the condition of rigid foundation meantime . further the author calculates dynamic displacement of dam in software of matlab , ansys
為了對動力相互作用影響有一個直觀的認(rèn)識，作者完成了fortran語言編制的計(jì)算大型結(jié)構(gòu)動力特性程序，并采用三維8結(jié)點(diǎn)非協(xié)調(diào)等參單元分析了壩體在剛性地基情況下的動力特性，并在matlab 、 ansys中計(jì)算了壩體的動位移時(shí)程曲線。
Using the program two and three - dimensional numerical simulation of wind flow around single or multiple buildings can be achieved and the detailed flow condition including wind velocities , pressures and time - average characteristics of turbulence can be obtained . in order to attain the required accuracy efficiently multi - layer local refinements can be carried out based on the initial division grid
程序采用fortran語言編制，可實(shí)現(xiàn)二維和三維單體及群體建筑的繞流風(fēng)場的模擬計(jì)算，獲得建筑繞流風(fēng)速、表面風(fēng)壓及湍流平均特性等數(shù)據(jù)；可通過對初始網(wǎng)格實(shí)施多層次的網(wǎng)格局部加密，以使風(fēng)場解達(dá)到最終的精度要求。
Based on aforesaid series methodological analyses and well field situation , a set of cap layer logging evaluation application program compiled by fortran and vb language was developed and connected on forward platform . the program has been successfully applied to the interpretation of the reservoir - seal combination more than 10 wells " information in the study well field and got anticipate effect
在上述一系列方法的研究基礎(chǔ)上，結(jié)合研究井區(qū)實(shí)際情況采用fortran語言和vb語言在forward平臺上編制了一套蓋層測井評價(jià)應(yīng)用程序，將其用于研究井區(qū)的儲蓋組合綜合評價(jià)中，成功地處理了近10口井的資料，達(dá)到了預(yù)期評價(jià)效果。

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