立方點陣結構 的英文怎麼說

中文拼音 [fāngdiǎnzhènjiēgòu]
立方點陣結構 英文
cubic lattice structure
  • : 動1 (站) stand; remain in an erect position 2 (使豎立; 使物件的上端向上) erect; stand; set up...
  • : Ⅰ名詞1 (方形; 方體) square 2 [數學] (乘方) involution; power 3 (方向) direction 4 (方面) ...
  • : Ⅰ名詞1 (液體的小滴) drop (of liquid) 2 (細小的痕跡) spot; dot; speck 3 (漢字的筆畫「、」)...
  • : Ⅰ名詞1 (作戰隊伍的行列或組合方式) battle array [formation]: 布陣 deploy the troops in battle fo...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • 立方 : 1. [數學] cube 2. [簡] (立方體) cube3. (立方米) cubic metre; stere
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. Abstract : the effect of correction of self - consistent potential on electronic structure in simple cubic nanocrystal particles is calculated by means of the green ' s function method in the tight - binding approximation, taking only the nearest neighbor matrix elements into account. the numerical results show that the electronic energy spectrum is shifted, the chemical potential is not equal to the atomic energy level, the electronic density at each lattice point is changed, and the variation of electronic density at surface lattice point is the largest

    文摘:在緊束縛近似下,只計及最近鄰的矩元,採用格林函數計算了自洽勢修正對簡納米晶體顆粒的電子的影響,發現電子能譜發生了移動,化學勢不等於格原子能級,各格的電子密度也發生了變化,其中以表面格的電子密度變化最大。
  2. This dissertation is chiefly act below work : ( 1 ) expatiating the equipments diagnosis technique development process and trend, putting forward the standpoint that giving systematical diagnosis to the mechanical and electrical equipment and expanding the technical application in equipment diagnosis, making it breakthrough the traditional application of maintaining etc. in equipments, still be used for improvement and development etc. s of new product ' s design ; ( 2 ) probing into vibration type and disposal method of vibration signal, the usual method of equipment condition recognition, the essential constitutes and development trend of observation and diagnosis system ; ( 3 ) introducing the development trend of domestic and international crusher and the distinguishing feature of double turnplate stike crusher which is a new product. according to the breakdown phenomenon in running process, establishing the fault tree and deducing every kind of foundation affairs resulting in fault ; ( 4 ) studying the calculation method of critical rotation speed

    本文主要做了以下工作: ( 1 )闡述了設備診斷技術的發展過程及發展趨勢,提出了應合實際對機電設備進行系統診斷的新的技術思路,用實踐證明了應當拓寬設備診斷技術應用的范圍,使設備診斷技術既可以在設備管理和設備維修中得到應用,也可以用於新產品的設計改進及開發等; ( 2 )探討了振動的類型及振動信號的處理法,設備狀態識別常用的法,監測與診斷系統的基本成與發展趨勢; ( 3 )介紹了國內外破碎機的發展趨勢,以及雙轉盤沖擊破碎機這一新產品的和特,並根據試機過程中出現的故障,建了故障樹,並導出了導致故障發生的各種基礎事件; ( 4 )研究了臨界轉速的計算法和原理,用傳遞矩法計算出了破碎機內轉盤的臨界轉速。
  3. The best scheme was chosen after analysis and comparing and the structure was designed. at same time, the kinematics analysis was conducted, coordinate transformation matrix using d - h method was set up, and the kinematics equation direct solution and inverse solution was deduced, the velocity jacobian matrix was constructed using vector product method, and the values of displacement and velocity of some special point including the wrist point were calculated. secondly, the working space of the robot was analyzed and the axes section of practical working space was drawn

    首先,作者針對機器人的設計要求提出了多個案,對其進行分析比較,選擇其中最優的案進行了設計;同時進行了運動學分析,用d - h法建了坐標變換矩,推算了運動程的正、逆解;用矢量積法推導了速度雅可比矩,並計算了包括腕在內的一些的位移和速度;然後藉助坐標變換矩進行工作空間分析,作出了實際工作空間的軸剖面。
  4. Due to the moving base existence of the minehunting and the frame structure characteristic of the sonar array, a new modeling thought in which the boat body coordinates is regarded as moving coordinates and the whirligig equation of sonar array compared with the self coordinates is founded on the basis of the euler ' s theorem and the coordinate transform is introduced. the dynamic equations of minehunting sonar array with the state matrix form are founded by settling the dynamic models with the vector form. so it offers theory foundation for analyzing the dynamic characteristic and designing robust control

    由於獵雷艇作為動基座的存在和聲納基的框架,提出了以艇體坐標系為運動坐標系,運用變形的歐拉定理和坐標變換建聲納基相對自身坐標系的旋轉運動程的建模思想;將所建的矢量形式的動力學模型展開整理,獲得了狀態矩形式的獵雷聲納基動力學程,為系統動力學模型的實用化奠定了基礎。
  5. With the development of the network and the multi - processor system, the research, simulation and the impemeni of the system - level fault diagnosis which is the very important means to increase the reliability of the system, are becoming more and more important. on the system - leve1 fault diagnosis, based on the group theory of system - level fault diagnosis that has been put forward by pro f zhang, the paper constructs newly the theory bases, improves on the matrix method, reinforces and consummates group arithmetic of all kinds of test mode, for the first time, analyses and discusses the equation solution of all kinds of models, so al1 the consistent fault patterns ( cfp ) could be found, straightly and high efficiently, even if the sufficient and necessary condition of t - diagnosable is dissatisfied and the complexity of system - level fault diagnosis is greatly decreased, especialy in strong t - diagnosabl6 system. last the simulation system ' s function has been extended and the application hotspot and the development trend have been disscussed

    本人在張大教授等人提出的基於集團的系統級故障診斷的理論基礎上,重新建了系統級故障診斷的理論基礎,定義了系統級故障診斷測試模型的三值表示;改進了系統級故障診斷的矩法,重新定義了測試矩、鄰接矩對、對的相連運算、極大準集團和斜加矩,由此能直觀、簡便地生成集團和極大獨集;補充和完善了各類測試模型的系統級故障診斷的集團演算法,通過定義集團測試邊和絕對故障集,簡化了集團診斷圖,由此能較易地找到所有的相容故障模式,即使不滿足t -可診斷性,大大減少了系統級故障診斷的復雜度,尤其是對強t -可診斷系統;首次分析探討了各類測試模型的程解決,由此從另一角度能系統地、高效率地求出所有的相容故障模式( cfp ) :擴充了系統級故障診斷模擬系統的功能,快速、直觀和隨機地模擬實驗運行環境,進行清晰和正確的診斷,同時提供大量的實驗數據用於理論研究,優化演算法和設計。
  6. When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved

    分析斜支承連續曲線箱梁橋時,採用考慮翹曲作用的曲線格子梁分析法,應用矩位移法對具有約束支承形式的斜支承連續曲線薄壁箱梁橋進行分析,考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的向一致,引入支座節坐標矩,使得梁端的位移未知量與斜支座約束向一致,來計算單元剛度矩和單元節力,然後按照矩位移法組集總剛並建剛度程,根據剛度程即可求解未知的節位移及桿端力,推導出任意截面處的內力計算公式。
  7. Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

    基於上述研究,得出的主要論有:建築物震害預測是一個模糊的、系統的、復雜的問題,現有的法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據,有其自身的優缺和一定的適用范圍;應針對不同的建築物條件、場地條件、地震強度和已有經驗等,採用不同的預測法進行建築物震害預測,以使預測果達到預期的精確性、可靠性和可操作性;建了漳州市區7類建築物在6度9度地震作用下的震害矩,成為指導抗震防災的重要依據,各類的震害情況表現為: 6度地震作用下各類建築物基本完好; 7度地震作用下除鋼筋混凝土基本完好外其餘以建築輕微破壞為主; 8度地震作用下鋼筋混凝土仍以基本完好為主而其餘建築以中等破壞為主; 9度地震作用下鋼筋混凝土以輕微破壞為主,單層工業廠房和空曠房屋以中等破壞為主,其餘建築以嚴重破壞為主;建築物的震害預測果體現了未來地震來臨時的震害程度,在編制漳州市區抗震防災規劃時,對于遭遇50年超越概率10的地震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固;由建築物的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分,重慶大學碩士學位論文中文摘要其主要與建築物總面積、類型、地震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度向遞增,漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度( 7度)時,漳州市區直接經濟損失約4 . 5億元,無家可歸人員約40000人,且以磚木和多層磚混的震害損失最大;地震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關,地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。
  8. In two - view case, a method is presented for calculation 2d projective transformation and construction the virtual elements by combination of spatial points and lines. so more 3d invariants of object ' s spatial structures can be extracted from real elements and virtual eleme nts. ( 3 ) the geometric characteristics of 2d symmetric objects " in perspective images are lucubrated

    ( 2 )擴展了2d射影變換矩的求解法,將單純利用集對應的計算模式擴展到利用直線集、線組合等多種類型來建兩個射影平面的對應關系;總了平面上基於、直線元素可求解的多種3d不變量;提出了雙視圖下由、直線元素的多種對應關系求解2d射影變換來造「虛元素」的法,合「實元素」和「虛元素」可以提取更多的空間3d不變量。
  9. According to characteristics of bracing engineering for deep excavation of metro, using the theory of fuzzy mathematic and ahp ( analytic hierarchy process ), a fuzzy consistent matrix mathematic model was established to optimize bracing projects for deep excavation of metro

    摘要根據地鐵深基坑支護工程的特,建了支護案評價的指標體系,並將模糊數學理論與層次分析法合起來,造出地鐵深基坑支護案優選的模糊一致矩數學模型。
  10. With the development of the technology of the computer stereovision, the binocular stereo sensor has applied in field of industry detection, object identification, robot automatic guidance, navigation etc. with the appearance of new opto - electronic scanning technique, automatic technique, highspeed data processing technique and more effective algorithm, the binocular stereo ranging method has new headway and application the contents are arranged as following

    隨著計算機視覺技術的不斷發展,體視覺傳感器得到越來越廣泛的應用,尤其是雙目視覺傳感器的簡單、使用便、速度快、精度高等諸多優被廣泛應用地于工業檢測、物體識別、機器人自導引、航天、航空及軍事等很多領域。隨著新型光電掃描技術、新型列型光電探測器件及更有效的演算法出現,合迅猛發展的自動控制與高速數據處理技術,體視差測距法有了新進展及應用。
  11. After the discussion of the plane measurement, we continue the discussion about the important method of the stereo measurement, such as : the method of resolving the fundamental matrix, the method of recovering the fundamental matrix from the camera matrix, the method of recovering the 3d point based on the trigonometry

    在平面測量理論的基礎上,論文繼續討論了基於圖像的體測量的重要法? ?兩視圖體重。詳細研究了其中基本矩的演算法、由基本矩恢復攝像機矩的演算法、三角法恢復空間的演算法等,在這之後給出了真實試驗果。
  12. Then the solving procedures of these bies by the rwg functions based moment method are elaborated, and the method of modeling complex objects built of arbitrary line, surface and volume structures is developed. in order to solve realize antenna and circuit problems, methods of adding excitations and concentrated loadings with moment method are deceloped, and matrix pencil ( mp ) method is used to deembeded the s prameters of antennas and circuits from the computed current distribution. some numerical results of practical complex antenna and scattering problems are presented to illustrate the veracity and effectiveness of the method

    在第一部分中,首先從電磁場的基本理論出發,基於等效原理和邊界條件以統一的法建了用於分析金屬、介質及金屬與介質混合的邊界積分程,並歸納和比較了各類積分的適用范圍和優缺;在此基礎上,給出了使用基於rwg函數的矩量法求解各種邊界積分程的一般過程;研究了具有任意線、面、體組成的復雜的電磁建模法,並給出了各種多面連接情況下基函數和未知量的選取法;研究了使用矩量法分析電路、天線問題時集總元件和激勵源的處理法,並基於矩法( matrixpencilmethod )提取了電路和天線問題的s參數;最後通過分析一些工程中的復雜金屬天線問題和具有「金屬與介質混合」的散射和天線問題驗證了法的準確性和高效性。
  13. It is introduced that the concept of otn node route model. it is also discussed that on the requirements of the otn node route model and why we define this concept. the matrix and graph forms of the model are demonstrated. the two forms are compared with each other. at last, it is given that several examples and explain how to find the matrix and graph forms through these examples

    提出了光傳送網節路由模型的概念,討論了節路由模型應達到的要求和建模型的意義給出了普適的矩表示法和針對節具體的圖表示法並討論了兩種法各自的優缺。最後針對實際的光傳送網節給出了幾個例子,並通過這些例子說明了路由模型矩表示和圖表示的求法。
  14. States collection and rules collection together enable efficient access control. among options of different content filtering methods, the state machine - based plan is selected, which is more appropriate for hardware design. and based on this, the concept of unit filter module - servo is presented, and the implementation of the servos " array enables parallel filtering and enhanced the performance of content filter module

    此外,還進一步引入了cache的設計思想,提出了狀態表,狀態表和規則表的有機配合,實現了高效的訪問控制功能;在內容過濾的眾多選擇中,針對硬體設計的特,確了基於狀態機的實現案,並提出了單元過濾模塊?伺服器的概念,通過伺服器列技術的引入,使得過濾可以並發執行,提高了內容過濾模塊的處理能力。
  15. This dissertation applies 3 - d finite element theory to development of the shape functions and stiffness matrixes of the triangular prism isoparameter elements ( 6 to 15 nodes ). a calculating method for gaussian integral in triangular prism is presented. the stress field in welded steel structures can be computed by the triangular prism isoparameter elements ( 6 to 15 nodes ) and hexahedron isoparameter elements ( 8 to 21 nodes )

    本文應用三維有限元理論,造了一類五面體6 15節單元的形函數,提出了在五面體單元內的gauss積分處理法,建了相應的單元剛度矩,將其與六面體8 21節單元合,可用於計算焊接鋼的應力場。
  16. In this paper, the method composing the characteristics of methods of critical success factors, strategy set transformation and business system planning is put forward for the appraisal of programming content of enterprise ' s informatization construction. in this method, critical success factors can hold the crucial factors of enterprise informatization construction, strategy set transformation can comprehensively consider informatization construction factors, and business system planning is independent with the business process. the method of analytic hierarchy process is advanced to appraise the programming steps of enterprise informatization construction, and the corresponding multilevel structure model and judgement matrixes are advanced

    本文針對目前企業信息化建設中普遍存在的信息化整體規劃差,各部門各自為政的現象,提出了運用關鍵成功因素法、戰略目標集轉化法和企業系統規劃法相合的式進行企業信息化規劃內容的評價的法,充分利用了關鍵成功因素法抓住關鍵因素、戰略目標集轉化法全面規劃、企業系統規劃法與企業業務過程相獨的特,進行了企業信息化規劃內容的綜合性評價;利用定性與定量相合的層次分析法( ahp )對企業信息化規劃的步驟進行了評價,建了相應的多級遞階模型和判斷矩
  17. The main reason leading to such problems are found including organization structure is not reasonable in establishment ; responsibility, right and benefit is not reciprocal, process of object management is not unobstructed and so on the critical problem is organization structure is not reasonable in establishment, so, the optimized design of the object management system is made. firstly, three designed plan of organization structure is offered, they are competent organization structure, object organization structure and matrix organization structure, after the comparison between advantages and shortcoming and experts evaluation, the matrix organization structure is suitable for the institute. secondly, optimize the design of selection of object manager and management system, the institute adopts object manager responsible system

    首先對組織進行優化設計,提出了三種組織設計案,即職能事業部式組織、項目式組織和矩式組織,經多案優缺比較和專家評價,確定出該院應採取的是矩式組織模式;其次,對項目經理挑選與管理系統進行了優化設計,該院項目管理實行項目經理負責制,項目管理的成功既取決于項目經理個人,又取決於一個強有力的項目團隊,因此建了一套相對完善的項目經理挑選與培訓程序和合理的項目管理系統;然後,合勘察設計項目管理的基本內容和程序,按照iso9000族標準及該院質量管理體系文件的規定,對該院項目管理流程進行了優化設計,實現了該院項目管理流程的規范化、程序化和高效化,以確保項目管理取得圓滿成功。
  18. In the finite element method analysis, the constitutional relationships of steel and three - dimension compressed concrete were conducted by using increment plastic theory. in the paper a serious of joint models were analyzed by using the program ansys and the mathematical formulas for determination of load - carrying capacity of shearing and bending in the joint region were also given. at last the influence of many parameters to the load - carrying capacity in the joint region was analyzed and some suggestions were given for the design in the practical projects

    在有限元分析中,用增量塑性理論推導出鋼材以及三維受壓混凝土的本關系,重是三維受壓混凝土的本關系,建了模型的單元剛度矩,給出了程序中非線性程的求解法,並用ansys軟體計算了一系列節模型,得出了節域的抗剪、抗彎承載力及各參數對節域承載力的影響情況,並用試驗果和計算公式驗證了有限元計算果。
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