analysis program 中文意思是什麼

analysis program 解釋
分析程序
  • analysis : n. （pl. -ses ）1. 分解，分析；【數學】解析。2. 梗概，要略。3. 〈美國〉用精神分析法治療（＝ psychoanalysis）。
  • program : 按遺傳密碼工作
  1. In may 1964 i visited washington to try to persuade the cia to help our fledging movements analysis program.

    1964年5月，我走訪華盛頓，企圖說服中央情報局幫助我們執行剛剛出籠不久的「活動分析」計劃。
  2. Cumming's report made no mention of the implications for the cia visit of doyne ditmass'removal from the movements analysis program.

    卡明的報告根本不提把多伊尼迪特馬斯調離「活動分析」計劃工作會對中央情報局派人來訪一事產生什麼影響。
  3. An infrasound detecting software was developed in visual c + +. it is a real - time infrasonic data acquisition and analysis program of 3 - point array

    最後用visualc開發一套次聲波探測系統軟體，實現3點陣次聲信號的實時數據採集和分析。
  4. Meanwhile, by using delaminating combination finite element method and macro finite element analysis methods, the paper present two kinds of analysis programs. based on the aforementioned analysis program, the failure form, distribution of plastic hinge, load - carrying capacity, displacement and ductility characteristics are investigated to reveal the failure mechanism and the failure proceeding under seismic effects. the results are in good agreement with the test results, indicating the precision of the aforementioned two programs is satisfiable to the practical engineering design

    分別採用分層組合式有限元和宏觀有限元分析方法，編寫了2種鋼筋混凝土中高帶邊框柱剪力墻結構的彈塑性有限元分析程序，同時利用上述2種分析程序，研究了模型結構的破壞形態、塑性鉸的分佈、承載力、位移及延性性能等特性，探討了這類結構在地震作用下的破壞全過程與破壞機理，得到其主要受力特性和抗震性能的一般規律，所得結果與試驗值吻合較好，表明上述2種程序分析結果的精度均可滿足實際工程的設計要求，因此可用於這類結構的抗震性能分析與設計。
  5. Based on the genetic algorithm, the back - analysis program for estimating material properties is developed

    利用遺傳演算法具有全局收斂性的特點，開發了基於遺傳演算法的路面模量反演演算法。
  6. A space geometric non - linear static finite element analysis program about the long span plate - truss composite cable - stayed bridges is presented. not only it can be used to solve the space static analysis about the state of the dead load configuration ( geometry and internal forces ), but also it can be used to analyze the internal forces and deformations of the whole construction course

    基於以上理論，並結合斜拉橋的施工過程，編制了大跨徑斜拉橋的空間幾何非線性靜力分析程序，既可用於斜拉橋成橋狀態的空間靜力分析，也可結合斜拉橋的具體施工過程，進行施工過程中的內力與變形狀態的跟蹤分析。
  7. Based on the previous theoretical analysis, two practical projects of pile - raft foundation of high - rise building on soft ground are studied by using the software of pile - raft foundation interaction analysis program pogap. the choice of standing layer for pile, the rational compression modulus of soil under pile, the place of pile and the space between piles, and the reasonable thickness of plate are analyzed, some well - regulated conclusions can be achieved. an experiential equation for choosing the optimal thickness of plate is also given

    根據以上分析，結合兩個軟弱地基上高層建築樁筏基礎的工程實例，利用浙江大學巖土工程研究所編制的pogap樁筏基礎共同作用分析軟體，就樁端持力層的選擇，樁端下臥層壓縮模量合理選值，樁位及樁間距的確定，筏板厚度的合理取值等問題展開分析，得出了一些規律性的結論，提出了筏板最佳板厚取值的經驗公式。
  8. In this paper, the author combines the theory analysis with the experiment research method, and discusses the seismic behaviours, 3d elaborate finite element analysis and simplified model analysis of a kind of multi - function tall building - " sub - shearwall supported by frame ", which is applied widely today. the main contents are as follows : in order to observe the failure process and the earthquake response of the complex structure, and to analysis the seismic behaviour of the structural system and structural members, a 1 / 20 cement mortor model of a complex tall - building which is about to be built was producted and the shaking table test of this model under 26 sorts of earthquake loads was made. using sap2000 finite element analysis program, a 3d analysis model was built in computer, and the elastic time - history analysis of the model was done

    本文採用理論分析和試驗研究相結合的方法，研究了目前應用較多的綜合性大廈? ?框支分區剪力墻高層商住樓的抗震性能及空間精細分析和簡化分析方法，主要內容為以下幾方面：對一擬建的復雜高層建築結構，採用1 20比例的空間整體模型，進行了26種工況下的模擬地震振動臺試驗，觀察了結構的破壞過程和地震反應，分析了結構及構件的抗震性能；建立了結構的精細空間模型，利用sap2000n大型有限元分析程序對結構進行了彈性時程分析；通過有限元分析與試驗結果的對比，對結構的抗震性能和抗震能力做出綜合評價，認為該結構由於轉換層上部去掉部分樓板，既可滿足建築設計的通風、採光等要求，又可達到協調結構轉換層上、下樓層抗側剛度的效果，是一種較理想的有多道抗震防線的結構型式。
  9. For this purpose, the thesis whose research structure is a building with frame - shear wall structure at first two stories and five - floor brick masonry structure at the upper part, adopting the finite - element analysis program - algor99, calculated and analyzed the anti - seismic behavior influenced by the change of the aseismic wall ' s distance and the transitional floor ' s thickness

    為此，本文以一底部為兩層框架抗震墻、上部為五層磚混結構房屋為研究對象，運用大型有限元分析軟體? ? algor99 ，對由於抗震墻間距和過渡層板厚的變化對結構的抗震性能的影響進行計算分析。
  10. Thus, inversion reliability and accuracy of multiparametric identification can be enhanced. then, based on the direct back analysis program dbapm of japan edition in construction forecast, the constrained optimization back analysis program cobap is developed. and the more reliable and accurate inversion forecast can be obtained when cobap is used in information construction and design in geotechnical engineering

    基於上述研究，在日本版的施工預報直接反分析程序dbapm基礎上，擴充編製成了約束優化反分析程序cobap ，通過dbapm程序和cobap程序的數值反演比較及工程應用，說明cobap程序在信息化施工與設計領域具有更為合理可靠的反演預報功能與應用價值。
  11. Astap advanced statistical analysis program

    高級統計分析程序用於分析電子線路
  12. This paper uses hierarchy analysis program to analyze sensitive factors and utility elasticity of the touring passenger transport and conclude the respective competitive superiorities of various transport ways

    本文在分析各種旅遊客運方式敏感因素並運用層次分析法對各種方式的效用彈性分析的基礎上，通過建立計量經濟模型，分析出我國各種旅遊客運方式的競爭優勢。
  13. Concrete elastic modulus and concrete creep and shrinkage variety at different time are reckoned in by using time increment analysis method and concrete creep and shrinkage secondary force is calculated by using effective elastic modulus. bridge stability analysis program is developed on the base of structure matrix displacement method, the program adopts visual basic language, has friendly interface and visual data input windows. the buckling safety factor of currently finished structure is given as result

    為計入混凝土彈性模量的變化及混凝土徐變收縮隨混凝土的齡期與外荷載加載時間不同而變化的影響，採用時間增量法對每個計算階段根據其階段內時步數進行循環，以計算時段內彈性應力、應變增量和徐變、收縮產生的應力應變增量，利用有效彈性模量法計算混凝土徐變收縮次內力，在此基礎上，結合結構矩陣位移法的基本理論編制開發了計入混凝土時效效應的高墩大跨徑橋梁穩定分析程序。
  14. Structural analysis program

    結構分析程序
  15. Combined with the structure stiffness method, sacb ( structure analysis program of curved bridge ) is compiled in the environment of visual basic 6. 0

    結合結構矩陣位移法的基本思路，用visualbasic6 . 0編制了曲線梁橋結構分析程序sacb （ structuralanalysisprogramofcurvedbridge ） 。
  16. 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

    本文針對橋梁結構分析程序應用現狀和日益發展的軟體技術，對橋梁結構分析軟體開發技術進行了系統研究。
  17. 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

    本文提出的空間曲梁單元的實用計算方法，為彎梁橋的空間分析提供了參考，具有工程實際意義，也為進一步完善彎梁橋結構分析程序奠定了基礎。
  18. 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

    通過這些研究，本文為橋梁結構分析程序的開發從理論上作了較完整的探討，又從實踐上得到驗證，為新一代橋梁結構分析軟體的進一步發展打下了良好的基礎。
  19. The back analysis program is used to calculate rock parameters of an engineering example. the result is good and correct. the error of displacement based on the parameter gained by the back analysis program is little

    將編制的反分析程序應用於某工程計算實例的巖體參數反分析，經檢驗，得到的結果參數理想，準確度較高，用於位移計算誤差較小。
  20. This paper analyzes how structure characteristic of old concrete pavement affects the load stress of asphalt overlay by the three dimensions finite element analysis program - adina. ( 2 ) the asphalt overlay design in rehabilitation of old cement concrete pavement asphalt overlay design not only relates the distress, structure characteristic, traffic and environment of the old pavement, but also requires reasonable mechanics model, correct material parameter, effective measure of preventing reflection cracking, and so on

    （ 2 ）舊水泥混凝土路面瀝青罩面改造中瀝青罩面層的設計舊路改造的罩面設計方法不僅涉及舊路面的損壞、結構狀況、交通狀況、環境因素，而且還需要合適的力學分析模型、正確的材料參數、有效的防反射裂縫措施等，內容廣泛、復雜多變，至今尚未有成熟的設計方法。
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