問題分析程序 的英文怎麼說

中文拼音 [wèntífēnxīchéngxù]
問題分析程序 英文
problem analyzer
  • 問 : Ⅰ動詞1 （請人解答） ask; inquire 2 （詢問; 慰問） question; ask about [after]; inquire about [aft...
  • 題 : Ⅰ名詞1. （題目） subject; title; topic; problem 2. （姓氏） a surname Ⅱ動詞（寫上） inscribe; write
  • 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...
  • 問題 : 1 （需回答的題目） question; problem 2 （需研究解決的矛盾等） problem; matter 3 （事故或意外） tr...
  • 程序 : 1 （進行次序） order; procedure; course; sequence; schedule; ground rule; routing process 2 [自動...
  1. Witch has worked out the tooth shape of datum rack and computer simulation of gear manufacture. pointedness, undercut and tooth tip becoming sharp are analysed. tooth thickness calculation and measurement, superposition coefficient calculation and belt length calculation are resolved

    2 、給出了基準齒條的齒廓形狀，進行了齒輪加工計算機模擬，分析了可能出現的稜角問題，進行了齒輪內齒頂圓的求解、根切問題分析、齒厚計算與測量、齒頂變尖的分析、重合度的計算、帶長度的計算及齒輪設計的程序編制等。
  2. Because of limit that invisibility and discommodious in anciently program, based on the method of limited rigid body equilibrium, using visual program language vb and connect autocad, realize plane and solid programme of abutment analysis of arch dam, provide alternation interface for designer. presently, our country constructing and will construct high 300m arch dam, it is important to judge security based on nonlinear fem analysis. basic theory of nonlinear fem analysis and its realization in ansys were studied

    針對傳統程序的存在問題，非直觀、不易操作特點，以剛體極限平衡法為基本分析方法， visualbasic作為操作平臺，結合autocad圖形軟體，完成了剛體極限平衡法二維、三維壩肩穩定分析程序設計，使之具有直觀性，可視性、易操作性，為設計人員提供了具有友好界面的工程使用軟體目前我國西部在建和將建一批300m級的高拱壩，運用有限元方法計分析拱壩穩定性、評判大壩安全度十分有必要。
  3. It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story. based on the available references, the five - spring line element, the three - spring line element and the multiple vertical - line - element model are introduced to model special column, beam and shear - wall, the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure. acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas

    為進一步研究這種復雜高層建築結構的彈塑性性能，本文在國內外現有研究的基礎上，提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪力墻，推導了相應的剛度矩陣並給出了恢復力模型；結合試驗研究和精細有限元分析的結論，提出線性和非線性單元相結合，剛性樓板假定和彈性樓板相結合的建模方法，較好地解決了空間結構彈塑性分析中佔用計算機資源較多的問題；接力大型有限元分析程序? ? ansys ，在上述建模思路的指導下建立了結構的空間非線性分析模型，進行了空間三維彈塑性時程分析。
  4. 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。
  5. Under the background of the research work - " expert system of hydraulic brake system design for saloon car, small and medium passenger car " for nanjing yuejin automobile group, in this paper, a set of special cad software for vihicle brake was developed in which the researchful object was brake, . the cad supporting software was pro / engineer and the developing language was vb. the project of discreted brake was raised and 3d graphic parametric library of typical parts and assemblies was established. 3d solid modeling and parameter - driven between dimensions and relations were accomplished using pro / engineer

    本文以南京躍進汽車集團的橫向課題「轎車、中小型客車液壓制動系設計專家系統」為背景，以制動器為研究對象，以pro engineer為cad支撐軟體，採用vb語言，開發了一套汽車制動器專用cad系統；提出了制動器離散化方案，構建了參數化的制動器典型零部件三維圖形庫，使用pro engineer實現三維實體造型以及尺寸與關系的參數化驅動；圖形庫系統採用參數化圖庫引用、管理機制並擁有一個開放的擴充介面；研究了pro engineer二次開發模塊pro toolkit ，解決了同步模式下定製程序界面的問題，並實現與pro engineer的通信；建立了制動過程數學模型，推導了制動方程式並給出相關解法，編制了制動器數值模擬分析程序；構建了制動器設計資料庫。
  6. Then, the effects of the inner force and displacements of the exterior - protected structures influenced by the value of m and the different depths of inner poling are analysed with the m - method back - analysis programme. and the variation of optimized values caused by the numbers of different inversion parameters is also analysed, and a conclusion is drawn that a propriate parameter numbers should be in use of back analysis

    然後，利用編制的m法反演分析程序，分析了m值對圍護結構內力和位移的影響，計算了內支撐不同設置深度對圍護結構內力和位移的影響，分析了反演參數個數對反演優化值的影響，即對解的適定性問題進行了討論。
  7. Numerical viscoelastic modeling for porphyroclast rotation in ductile shear zones is done by a viscoelastic finite element program based on detailed investigation to three ductile shear zones, the taihangshan mountains, north china. in this model porphyroclast garnet is assumed as isotropic elastic material with small elastic deformation, while the matrix quartz, feldspar as viscous fluid maxwell material which has increasing deformation with time. the viscosity of matrix is supposed to be 10

    採用粘彈性力學分析程序對太行山阜平地區剪切帶中斑晶旋轉問題進行了有限元數值模擬。在計算模型中假定：石榴石斑晶為彈性材料，在應力作用下只產生很小的彈性變形石英長石質的基質部分為粘彈性材料，它具有隨時間變形不斷增大的特性。
  8. It has detailed descriptions of the general strategies in developing gis controls, such as the selection of data store mode, efficient organization of spatial data and property data and the optimization rules of controls etc. chapter 6 refers to the special development and realization of components gis of power network. it comprises the key questions in the course of developing gis controls. the questions are : how to divide the classes in programs, the layer relationship of classes, the definition of classes, the partial realizations of graphical operations, the interfaces between control and exterior program, and the interfaces between control and database etc. chapter 7 concisely explains a practical components gis control application - huaxian power network gis system

    這些問題包括：程序中類的劃分；類的層次關系；類的定義；部分圖形操作的具體實現；控制項與外界程序的介面；控制項和數據庫的介面等：第七章為應用實例一滑縣電網s系統，本章簡要介紹了用組件式gis控制項開發的以s系統的設計目標、設計原則、系統集成框架和系統功能等； ；第八章對系統的可用性做分析，並討論了一些需要進一步完善的問題。
  9. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  10. Second, change the diaphragm ’ s space between, retain the other thing, analyze the influence of the stress and deformation of box ? girder cross section and the beam web. based on the analysis upwards, the writer studied the rule of the influence of the stress and deformation box ? girder cross section and the beam web with different diaphragm ’ s space between. according to the results of finite element analysis, the writer puts forward some suggestions which will provide some reference for the following design

    本文利用ansys有限元分析程序，對指定斷面，不同曲率的曲箱梁，建立完備的有限元模型，分別對二個方面的問題進行了分析:其一，通過對箱梁在有無跨中橫隔板時截面頂板及腹板的變形和應力分佈的對比分析，闡述了設置跨中橫隔板的重要性;其二，在相同工況下，通過改變橫隔板的設置間距，分析對箱梁翼緣及腹板的受力影響。
  11. And then, using the ansys program and predigesting the pile - balsa foundation to plane strain problem, some main parameters ( foundation stiffness, pile soil module ratio, replacement ratio, etc ) were calculated to analyze the influence to stress field and deformation field in soil

    其次利用ansys有限元程序，將復合樁基近似簡化為平面應變問題。分析了基礎剛度、樁土模量比、置換率等對地基中應力場和位移場分佈的影響。
  12. Plane strain finite element method is applied to incorporate the constitutive law. the code is able to simulate the coupled effect of consolidation and creep, interaction between soil and structure, and the complicated procedure of staged excavation. and this code utilizes a calculation method more reasonable than conventional ones

    將平面問題有限元法用於基坑性狀的研究，研製了考慮土的流變與固結耦合作用、土與結構相互作用和模擬復雜的分步開挖過程的深基坑工程有限元分析程序。
  13. 7. a fe - lcm program is developed for the analysis of 3d frictional contact problem and many examples verified the correctness of the model, method and program

    研製了三維彈塑性接觸問題有限元線性互補分析程序，通過眾多考例的驗證，表明了本文模型、方法和程序的正確性。
  14. By using visual c + + language, a computer program gaoff has been developed to optimize the parameters of friction energy dissipation braces based on genetic algorithm

    本文建議利用遺傳演算法求解該優化問題，並編制了基於遺傳演算法的摩擦耗能框架結構彈塑性動力優化分析程序gaoff 。
  15. 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。
  16. （ 2 ） the study of load balancing based on web server cluster. the paper outlined the main characteristics, and analyzed the famous scheduling policies for web server cluster in the world. the paper give one improved algorithm on lard, it can better balance the load, and provided a trace - driven simulation. （ 3 ） the paper provided a content - based request distribution, classify web service into two main categories : web publishing ( providing static information and lightly dynamic request ) and web transaction ( providing dynamic content generated from database queries and secure information )

    （ 2 ）針對web服務器集群負載平衡技術進行研究，總結了web服務器集群負載平衡技術的核心問題；分析了當前的主要請求調度演算法，並給出了一種對經典lard演算法的改進調度演算法，模擬試驗表明改進演算法具有良好的適應性；設計了一個基於離散事件模擬的請求調度演算法模擬程序用於驗證提出的調度策略。
  17. Conclusion : being lack of governmental financial support was identified as the most important influencing factor through using problem analysis and matrix ranking method

    結論：採用問題分析和矩陣排序的方法明確了不同的因素對病人發現的影響程度。
  18. The following task has been finished : ( 1 ) analysis the pier ' s seismic force theory and dynamics method. ( 2 ) resarch the computational model and method of the thin - wall hollow pier when it is predigested plane bar structure ; ( 3 ) the paper complete the program to compute the pier ' s seismic response, which can analyze pier ' s linear and nonlinear response, also its correctness has been validated. ( 4 ) use the program to compute some samples, some problems and their relevant resolvent have been offered

    本文完成了以下幾項工作： （ 1 ）分析了橋墩抗震計算的地震力理論和橋墩結構抗震動力學方法； （ 2 ）研究了將橋墩簡化為平面桿系結構時結構在地震作用下的計算模型和計算方法； （ 3 ）編制了薄壁空心墩地震反應分析程序，可以對橋墩線性和非線性反應作出分析，並驗證其正確性； （ 4 ）通過改變設計參數進行對比計算，提出了一些在橋墩抗震設計中應該注意的問題以及相應的解決方法。
  19. The author developed and made advanced the common program 3dcbem, selected cvm as the optimize algorithm. a integrated shape optimization software system of 3 - d elastic contact program based on 3dcbem was constructed

    作者完善和發展了三維彈性物體接觸應力通用邊界元分析程序3dcbem ；選取約束變尺度法作為優化演算法，構建了一個完整的三維彈性接觸問題形狀優化軟體系統。
  20. The second part will analyze a certain number of issues which exist in our current administer justice identification institution comprehensively, including several main disadvantages under current institution, such as the deluge in artificial distinguish identification potency, multiple identification and repetitive identification, dependence in identification, identifiers " avoidance of the obligation to appear in court to give evidence, not making the identification conclusion known to the public, the identification procedures " innormality, the chaos of the identification startup subject and lacking identification liability mechanism

    第二部分全面剖析我國現行司法鑒定製度存在的若干問題，分析了包括人為區分鑒定效力、多頭鑒定和重復鑒定泛濫、鑒定職能不獨立、鑒定人普遍迴避出庭作證義務、鑒定結論不公開、鑒定程序不規范、鑒定啟動主體角色混亂以及鑒定責任機制缺乏等現行制度下的主要弊端。並認為對這些問題，絕不能機械、片面地作評價，必須結合司法鑒定的基本性質去分析，才能找其背後之深層次原因，從而為改革方案的合理設計和選擇提供正確指導。
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