結構分析程序 的英文怎麼說

中文拼音 [jiēgòufēnxīchéngxù]
結構分析程序 英文
structural analysis program
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 分 : 分Ⅰ名詞1. （成分） component 2. （職責和權利的限度） what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] （料想） judge
  • 析 : Ⅰ動詞1. （分開; 散開） divide; separate 2. （分析） analyse; dissect; resolve Ⅱ名詞（姓氏） a surname
  • 程 : 名詞1 （規章; 法式） rule; regulation 2 （進度; 程序） order; procedure 3 （路途; 一段路） journe...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  • 程序 : 1 （進行次序） order; procedure; course; sequence; schedule; ground rule; routing process 2 [自動...
  1. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  2. 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

    目前僅局限於有特殊邊界條件的古典板理論，很少有文章涉到各種邊界條件的高階板理論。本文將利用mathematica的計算環境，編制結構分析程序，在各種邊界條件下，應用多種板理論求解各向異性矩形層合板的振動控制問題。
  3. Structural analysis program

    結構分析程序
  4. 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 ） 。
  5. 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。
  6. 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

    對渡槽結構採用結構分析程序sap2000進行三維靜力和動力分析，得出了各類構件在不同工況下設計內力值、位移值以及渡槽的動力特性參數等。
  7. 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。
  8. 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。
  9. 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

    在前後處理當中，本文著重運用計算機圖形學的知識討論了怎樣將圖形交互技術運用於結構分析程序的編制，在結構分析計算中則運用面向對象思想對結構分析程序的計算任務進行了分類，並指出了其中的層次關系，進行了類的設計，還針對不斷發展的結構分析方法，提出了建立結構分析類庫的思想。
  10. 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

    本文以超長高層建築整體結構為研究對象，採用國際通用的大型結構分析程序supersap93對超長高層建築結構進行有限元離散，結構的梁和柱採用空間梁單元模型，樓板和剪力墻以及筒體結構採用空間板單元模型，建立實用的超長高層建築結構整體結構分析模型。
  11. 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構非線性研究的現狀以及各國規范對框架二階效應的設計內容和方法；對我國《鋼結構設計規范》 gb50017 - 2003給出的考慮框架結構二階效應的方法進行了探討；推導了基於幾何非線性框架的轉角位移方程，在此理論基礎上用fortran語言編制了剛性框架二階內力分析的有限元計算程序，並用此結構分析程序對多種框架進行了一階和二階的彈性分析，討論了二階效應在框架分析中不應忽略的原因，同時分析了影響框架二階效應的因素。
  12. During construction procedure, the stressing of diaphragm beams " tendons and the tensioning of cables interact, the contacting nonlinear issues between girder and form plate etc, which require detailed analysis, arrange the orders and quantities of the stressing of the cables and tendons properly, and guide the construction. the paper, by making plane model and spacial model of yongan bridge, calculated the pre - closure cable forces ( aim forces ) with plane element program, with the help of applied structure analysis program - ansys, acquired the reasonable construction steps of tensioning of tendons and cables

    本論文採用自編平面桿系施工裝配計算程序和大型結構分析程序- ansys ，通過分別建立該橋的平面和空間模型（含模板的作用模擬） ，由平面桿系程序倒拆出斜拉索合攏前的索力（目標索力） ，利用ansys結構分析程序，經過多次的施工過程模擬計算之後得出達到目標索力的合理的施工步驟。
  13. This thesis has made the contrast test of shrink and creep for plain concrete and concrete filled steel tubes on the basis of long term in - door test, obtains the principles of shrink - creep of concrete filled steel tube, simulates the test data, analyses and contrasts the coefficient of shrink and creep, thus offers reference for the calculation mode of creep, furthermore by introducing reasonable assuming at the same time, develops the calculation formula of equivalent elastic modulus at the same time, develops the calculation formula of equivalent elastic modulus, adopts common structure analyses procedure ansys to calculate the redistribution of section stress in the steel tube and concrete during operation

    本文在長期的室內試驗的基礎上對素混凝土和鋼管混凝土做了收縮和徐變的對比試驗，得出鋼管混凝土的收縮徐變規律，對試驗數據進行了擬合，對鋼管混凝土的收縮和徐變系數進行了分析和比較，從而為鋼管混凝土的徐變計算模式提供參考，同時通過引入合理的假定，並結合由「齡期調整有效模量法」導出的混凝土徐變本構關系，推導出了鋼管核心混凝土考慮徐變影響后的等效彈性模量計算公式，並以此為基礎採用通用結構分析程序ansys對成橋后鋼管和混凝土應力重分佈進行了計算。
  14. As a practice of above idea and theory, this paper rewrites a structure analysis of finite element program which based on the object - oriented programming technology. using current popular visual c + + developing tool and odbc database connectivity technology, this paper develops a data management program fedms of cae software pre - processing and post - processing data. the program realizes data management using engineering database, visual i / o method and promotes the integration of cae software into civil engineering cad system

    此外，作為上述理論和方法的實踐，重寫了一個採用面向對象技術和有限元方法的通用平面桿系結構分析程序finite ，應用當前比較流行的visualc + +開發工具的odbc數據庫連接訪問技術，研製了一個后臺基於microsoftaccess數據庫的cae軟體數據前後處理系統fedms （ finiteelementdatamanagementsystem ） ，對結構分析計算中的前後處理數據進行了有效的管理。
  15. Visual program design of structure analysis for trusses

    可視化桿系結構分析程序設計
  16. Hence, on the basis of research achievements of other countries, the mechanical characteristics of the statically indeterminate composite bridge is analyzed in this thesis by utilizing the large universal finite element software, msc / nastran and msc / patran, to promote the application and development of the composite bridge in china

    為此，本文在總結各國研究成果的基礎上，利用大型通用結構分析程序msc nastran和msc patran ，對超靜定組合梁橋的受力特性進行了分析研究，目的是推動這一結構形式在中國的應用和發展。
  17. The main research content includes : research of structure array analysis theory ; design of bridge structure analysis program ; function and introduction and test of this program. in addation, as a practice of the above program, this program is used to yichang yiling yangtze river bridge, the calculation results used with this program are compared with the results used with other program

    主要研究內容包括：結構矩陣分析理論研究；橋梁結構分析程序設計；程序的功能、使用說明及考核驗證；作為上述程序的實踐，該程序在宜昌夷陵長江大橋中的應用，並與其它結構分析程序計算結果進行對比分析。
  18. Adopt at present most advanced large - scale super sap finite element structure analyse procedure to go on numerical value calculation for model of drilling rod, drilling rod whole stress simulation of state that receive show and reflect drilling rod various kinds of stresses under different working states distribute the characteristic clearly, make stress state of drilling rod reach visual, make people able to understand informations of drilling rod of stress status in depth too at the same time, so that the design of the improvement drilling rod constantly is in order to meet the demands of actual project

    採用當前最先進的大型supersap有限元結構分析程序對鉆桿的模型進行了數值計算，得到的鉆桿整體應力狀態的模擬顯示清楚地反映了鉆桿在不同工作狀態下的各種應力分佈特徵，同時也使鉆桿的應力狀態達到了可視化，使人們可以深入了解鉆桿應力狀態信息，以便不斷的改進鉆桿的設計以滿足實際工程的需要。
  19. The problems with traditional finite element programming ( fep ) can be solved by object - oriented programming ( oop ), this paper introduces the implement method of object - oriented finite element programming using vc + + 6. 0, with an example of universal bar system analysis

    傳統有限元程序設計中的許多問題可以通過面向對象程序設計（ oop : objectorientedprogramming ）方法加以解決。本文以通用桿系結構分析程序的面向對象實現為例，介紹了作者採用visualc + + 6 . 0進行面向對象分析和設計的思路和方法。
  20. It is not a target of this paper to develop a general structural analysis program or structural cad package. this paper put stress on the effectiveness and implement pattern of oop method in structural analysis programming. considing the time is not enough to develop a large program, the author just shown the implement of bar system analysis by oop

    本文的目標不是開發一個通用的結構分析程序或結構cad軟體包。本文工作的重點是探討oop方法在結構分析程序設計中的適用性和實現模式，同時考慮到時間因素，所以本文只給出桿系結構的面向對象實現。
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