計算分支 的英文怎麼說

中文拼音 [suànfēnzhī]
計算分支 英文
branch computed
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • : Ⅰ動詞1 (計算數目) calculate; reckon; compute; figure 2 (計算進去) include; count 3 (謀劃;計...
  • : 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
  • : Ⅰ名詞1 (分支; 支派) branch; offshoot 2 (地支) the twelve earthly branches3 (姓氏) a surname...
  • 計算 : 1 (求得未知數) count; compute; calculate; reckon; enumerate 2 (考慮; 籌劃) consideration; pla...
  1. Through test and calculation, the paper find that : the isolation effect of integrated isolation bearing is good, withal it ' s briefness construction and installation, the integrated isolation bearing is a promising isolation bearing

    本論文通過實驗、析認為:功能離式減震座減震效果良好,製造安裝方便、造價低廉,是一種很有發展前景的減震座。
  2. This article would analyze the two method farther in the background theory and calculate kinds of the examples of the pure unbraced frames with the effect of initial defect. at one time the same instances were analyzed by the finite element numeric method, which results were compared with the res ults of the three methods. the conclusions from the comparison would offer the references to the revision of the code

    本文對這兩種方法進行深入的研究,考慮部初始缺陷的影響,對各種無撐純框架實例進行了大量析,並採用有限元法進行對應析作參考,對三種方法的結果進行比較,得出結論,以期對規范的修訂提供依據。
  3. Before studying the concrete composite deck pavement, we introduce the basic theory of touching analysis, and come up with the realization of touching analysis in the fem analysis considering the touch of concrete bridge cover plates, asphaltum concrete overlay with bridge cover etc. connect with the experiment on the spot of bridge, the software ansys is used to solidity modeling and analyzing an assembly simply supported bridge before adding overlap, after adding overlap etc., and study the influence of adding overlap on the underside bridge structures

    在進行裝配式混凝土簡板橋復合鋪裝結構的探討性研究前,先介紹了接觸析基本理論,並提出了考慮混凝土橋面板板間接觸、瀝青混凝土加鋪層與橋面接觸等接觸析在有限元析中的實現思路。結合一座裝配式簡板橋現場試驗數據,採用ansys對該橋在加鋪前後進行了實體建模與析,討論了瀝青混凝土加鋪層對下部結構物的影響。
  4. In the virtual classroom, all of the members who involve in the education activity make a group, and the interaction among the members makes cooperative action. and computer supported cooperative work ( cscw ) means that members of the group who use the computers of a distributed networks system at the same time, accomplite a certain task

    持的協同工作( computersupportedcooperativework ,簡寫為cscw )是指,一個群體中的多個成員,同時使用散式網路系統上的多臺機協同工作,共同完成某項任務。
  5. The stresses and nonlinear deformations of thin strip - plate with two simply supported edges under the coupled action of the electromagnetic field arid mechanical load are calculated, the magneto - elastic effects on thin current - carrying strip - plate by the side current and electromagnetic induction density are studied

    由此析兩邊簡條形薄板在電磁場和機械載荷耦合作用下的應力與變形,研究側向電流和外磁場強度對載流條形薄板的磁彈性效應。
  6. Through studying the working mechanism of the composing, the paper referred the bearing ' s analyzing model and designing flow. through shearing test of high damping rubber, the paper analyzes the influence of shearing shape, shearing strain range and inspiriting frequence on the characteristic parameters ( dynamic shear elastic module, dissipation engineering module, wasted gene ). according to the rule of equivalent energy, the paper gets the hysteretic curve of hdr ' s equivalent bilinear model and parameters ' calculating formula

    本論文通過對這種離式減震座各組成部工作機理的研究,提出了該離式減震座整體的析方法和設流程;通過高阻尼橡膠剪切試驗,析了高阻尼橡膠剪切面形狀、剪應變幅值、激勵頻率和試件高度對特徵參數(動態剪切彈性模量、耗能模量、損耗因子)的影響。
  7. Two types of seismic calucation methods that are response spectrum analysis and time - history analysis are used to analyze the seismic response of kiewitt ' s suspen - dome under lateral seismic action and vertical seismic action. the result obtained by above - mentioned methods and the code method are compared. genetic algorithm method is proposed to optimize the prestress of suspen - dome

    本文採用振型解反應譜法和時程析法兩種方法,對kiewitt型弦穹頂預應力結構的水平和豎向地震作用下的地震效應進行析,並同現行的規范和規程的規定方法一10重力荷載代表值簡化法結果進行了比較析。
  8. Various computational examples are presented in the paper for different cases, such as simultaneous routing of main and branch streams, routing of dam - break flood, computation of simultaneous outflow from dam, flood calculation in watercourse with multiple branch steams, and computation of the hydraulic grade line in the reservoir

    論文針對不同條件析了干流同時演進、潰壩洪水、干流大壩泄洪對下游的影響、多流河道演和庫區水面線的
  9. The construction of the bridge began in oct 1999, and the closing up of the steel tube was in dec 2000. during that period, i learned and analyzed the current construction methods fairly comprehensively, and collected the construction technique data of the cfst arch bridges having been built. based on this, aided by the simulation of construction procedure using finite element program, i proposed the operation program to make the steel tube segment be located at one time, and the scheme of dividing rooms to segment pouring

    大橋於99年10月開工, 2000年12月主橋鋼管合龍,在此期間,本人就目前鋼管混凝土拱橋的施工方法進行了較全面的了解和析,搜集了此類已建橋梁的施工技術資料,在此基礎上,又藉助有限元程序對施工過程模擬持,提出了在梅溪河大橋懸臂安裝過程中,鋼管節段一次就位的操作程序和鋼管混凝土倉灌築的方案,並為施工單位采納應用。
  10. ( 3 ) a large computer program, named 3dplate, is developed with fortran powerstation. with 3dplate, 6 simply supported square plates. 5 clamped rectangular plates and 1 corner - supported plate are analyzed

    ( 3 )用fortran語言編制了大型的機程序3dplate ,並對6塊的四邊簡方板、 5塊四邊固矩形板和1塊四角承板進行了析。
  11. In order to realize remote diagnosis using cbr expert system, case base is created based on web database by importing internet into expert system. cscw is a sort of distributed computing network. it can complete corporation of multi members who are in different space and different time by the use of modern computer technique, multimedia, network and humor - computer interface

    持的協同工作( computersupportedcooperativework , cscw )是利用現代機技術、多媒體技術和網路技術以及人機介面技術,將時間上離、空間上佈而工作上又相互依賴的多個協作成員及其活動有機的組織起來,以共同完成某一任務的散式環境。
  12. In this article , the vibration of a three - cylinder engine equipped on cars is discussed. after the theoretical analysis and practical measurements , we improved the balance characteristics according to rule of over - balancing. meanwhile , the position of supporting and the rigidity of the shock absorber are adjusted. as a result , the vibration intensity of this set is greatly reduced and has reached the anticipant level

    本文以一實際的三缸車用發動機為例,經析與實測,採用過量平衡法改善其平衡特性以及對該機的承位置和減振器剛度進行調整后,使該機組振動烈度大大降低,達到了預期效果。
  13. Abstract : in this article , the vibration of a three - cylinder engine equipped on cars is discussed. after the theoretical analysis and practical measurements , we improved the balance characteristics according to rule of over - balancing. meanwhile , the position of supporting and the rigidity of the shock absorber are adjusted. as a result , the vibration intensity of this set is greatly reduced and has reached the anticipant level

    文摘:本文以一實際的三缸車用發動機為例,經析與實測,採用過量平衡法改善其平衡特性以及對該機的承位置和減振器剛度進行調整后,使該機組振動烈度大大降低,達到了預期效果。
  14. Then calculate the member individually, including the calculation of load - behavior capacity, the calculation of high strong bolt with the method of connection with beam, the design method of stiffening rib, etc. the text educed the above - mentioned formula theoretically. 5. linking with windmill flat engineering example in the third youth flat engineering of yi zhuang development area, beijing, it and steel frame constitute the steel frame ? steel shear wall with slit system respectively are analyzed the whole structure by ansys and satwe

    既利用剛度等效的原則,把其轉換為工程軟體可以撐體系,然後對構件進行單獨,包括承載力的、和梁接合方法? ?高強螺栓的、加強肋的設方法等內容; 5 、帶縫鋼板剪力墻與鋼框架形成鋼框架? ?帶縫鋼板剪力墻結構體系,結合北京亦莊經濟開發區青年公寓三期工程中的風車公寓工程實例,別採用ansys和satwe進行了結構整體析,兩者的結果相吻合。
  15. The paper introduces large - scale fem software, algor, by which the auther can build model of hanging box of high pile cap, and simulates accurately three loadcases, which include loadcase behind enclosed concrete, loadcase behind empty water in hanging box, and loadcase behind high pile cap construction. the auther calculates tensor and displacement of hanging box weir when loads exert panels, supports, suspenders, top beams, base beams of hanging box weir. at the same time the auther carrys out th e stability analysis, besides, educes calculational and analytical data, which are tally with construction result in the main

    論文介紹大型通用有限元軟體algor ,並用軟體建立大遼河特大橋高樁承臺吊箱圍堰的全結構模型,相對準確地模擬灌注封底混凝土后、抽除吊箱內河水后、承臺破冰體施工后等三種受力工況,並用模型進行了應力和變形的各工況荷載作用於吊箱全結構箱體板面、內撐、吊桿、懸吊頂梁、底梁等的應力和變形,並對比吊箱圍堰板面變形和施工實測變形,結果是吻合的;對大遼河特大橋高樁承臺輕型吊箱的穩定性進行了析;論文研究工作表明,應用組合有限元方法大型施工結構問題具有現實意義。
  16. Secondly, grounded on the study of the distribution of the high external waterpressure and high geostress and the characteristic of the rock in engineering area, the paper built the elastoplastic fem numerical simulation model, and think over the procedure in tunnels excavation and the history of work of water load, and then get the relations between the different tunnels diameter, different permeability coefficient and depth of the grouting rock and the deformation, stress distribution and plastic range of the surrounding rock and support structure. finally, according to the modern design theory of tunnels construction, the particular design of country rock reinforcement and support structure are researched and presented for diversion tunnels

    接著,本文在深入研究工程區高外水壓力及高地應力佈規律及巖體特性的基礎上,建立起高地應力、高外水壓力作用下隧洞圍巖結構非線性有限元模擬模型,然後考慮隧洞的開挖過程、水荷載的作用歷史,通過析得出了不同洞徑、不同的灌漿圈滲透系數和不同的灌漿圈深度以及不同開挖過程與圍巖及護結構的應力、位移和塑性區的關系。
  17. Computer supported collaborative work ( cscw ) has been put forward in 1980 ' s, much researches have been done and some have been applied in reality. the background of computer supported collaborative work is based on people ' s mass - work, researching the communication between people to people with internet instead of traditional communication between people and computer in distributed zones. unfortunately, most work has been done on technologies of computer supported work, little on computer supported collaborative work

    持的系統工作( cscw )從80年代提出至今,國內外已經進行了大量的研究工作並已在某些領域得到應用。持的協同工作是以人們的群體工作方式為背景,研究在異地佈環境下,如何利用機網路持人-人之間的交互,而不是傳統的人-機之間的交互。
  18. Computer simulation shows that the criterion measure effectively locates faults in direct distribution line, and it is also feasible to tree - type distribution system in theory but there are still some problems in practice

    經過數值模擬析表明,該方法對直配線的接地故障定位是有效的,對樹形多線路的故障定位理論上也是可行的,但實際應用中還有許多重要問題需要進一步深入研究。
  19. On the basis of simplified calculation model presented by doctor wangxiaoping, some finite element models are set up. by finite element model program sap93, an analysis of static models of 18m - span and 30m - span w666 acmr in different supporting conditions is made. also a study on the relation between definite support displacement, which reflect variational stiffness of substructure represented by steel column or reinforced concrete column, and load - carrying capacity mechanical performance is made too

    本文以w666金屬拱型波紋屋頂為研究對象,沿用王小平博士的簡化模型,對18m 、 30m跨波紋拱兩端不同座形式(鉸、固和彈性座)別利用有限元程序sap93進行析,研究波紋拱在不同跨度,不同座形式下,不同外荷載作用時對該結構受力性能及穩定承載力的影響,同時析下部承鋼柱、鋼筋混凝土柱的剛度變化體現為允許座位移的大小與結構受力性能及穩定承載力之間的關系。
  20. In this thesis, the design and realization of a special cluster are presented for calculating branch and bound algorithm that can decrease the calculating time and enhance the algorithmic efficiency

    本文設實現的一種專用於計算分支定界演法的機群平臺,能減少定界演法的時間復雜度,提高定界演法的效率。
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