結構計算 的英文怎麼說

中文拼音 [jiēgòujìsuàn]
結構計算 英文
structural calculation
  • 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...
  • 計 : 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...
  • 算 : Ⅰ動詞1 （計算數目） calculate; reckon; compute; figure 2 （計算進去） include; count 3 （謀劃;計...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  • 計算 : 1 （求得未知數） count; compute; calculate; reckon; enumerate 2 （考慮; 籌劃） consideration; pla...
  1. The thesis has summarized the development of the oblique - pull bridge, its construction technology and the importance of bridge construction control, then has introduced project general situation, and has narrated detailed regulation, organization construction, the major work and difficult part of this bridge construction control. the following is the key part of this thesis, firstly, it has introduced the experiment work of early stage, structural calculation and its theoretical result : the absolute altitude of each operating mode, the absolute altitude of building mould in each section and the absolute altitude after pouring concrete ; then, it has discussed the method and content of the line shape control of the main beam, actual absolute altitude of building mould is put forward, and it has described the method of structural stress monitoring, how to arrange measure point and collect data, and how to analyze data. it has also narrated the method of rope force detection and structural temperature inspection

    本論文在總結了斜拉橋的發展及其施工工藝，並指出了橋梁施工控制的重要性之後，簡要的介紹了工程概況，敘述了炳草崗金沙江大橋監控細則、組織機構及監控的主要工作和難點部分；論文的核心部分，在介紹了炳草崗金沙江大橋施工控制與監測工作的前期實驗工作和施工各工況標高、各節段支模標高、澆注混凝土后的標高的結構計算和其理論計算結果之後，詳細論述了主梁的標高線形控制方法和內容，實際支模標高的提出，結構應力監控的方法、布點、測讀及其對測讀數據的合理分析方法，索力檢測和結構溫度監測的方法。
  2. Advances in atomic structure calculations

    原子結構計算的進展
  3. According to the general plant of pkpm, the development of the pre - process part of cad system for tower structure has been done with object - oriented program language c + + in cfg graphic supporting system. the cad system is composed of the model - processed work of six kinds of towerbody structure, four kinds of towerboard, cupulate towerhead and extensive towerhead

    依照pkpm的總體布局要求，本工作採用設計語言c + + ，在cfg圖形平臺上進行塔架結構計算機輔助設計前處理的開發，完成了六種塔身結構、四種橫隔形式、酒杯型塔頭和擴展干字型塔頭的處理工作，這些都是最常用的典型結構。
  4. It calculate 60 driving speed kilometers / hour, it design 30 kilometers of speed of deck bridges road, ground of offices / hour, road calculate and load type standard cars standard bzz - 100s, iron do distance to city one for new urban north and southses by mountain path by road surface structure, calculation 40 driving speed kilometer / hour

    計算行車速度60公里/小時，跨線橋處地面道路設計車速30公里/小時，道路路面結構計算荷載標準bzz - 100型標準車，鐵山路為新城區南北向城市次幹路，計算行車速度40公里/小時。
  5. Two numerating methods are used in traditional structural design of gate chamber. first, considering the gate frusta to be fastened on the weir body, it is calculated as plane stress problem independently. then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body, and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed

    傳統閘室結構計算有兩種計算方法，其一是將閘墩視為固端于堰體上，單獨進行閘墩平面受力計算，再將閘墩下部的計算結果（彎矩和垂直力）作為集中荷載作用於堰體上，堰體作為彈性地基梁或板進行片面應力計算。
  6. This paper takes the example of two huge palaestra, particular introduced the whole process for the designing of pretensioned space lattice structure, from the selection of the plan, thinking of the design, the scheme for the dispose of tendon, the selection of reasonable tendon pull, structure calculate, to the last the analyse of calculate result, the analyse of structural dynamical capability, and the economy compare of several plans, particular analyzed the advantages and disadvantages of this kind of structure. this kind of structure has wide application foreground in engineering

    本文通過兩個大型體育場館的工程實例，詳細介紹了拉索預應力空間網格結構設計的全過程，從方案的選取，設計思路，布索方案，合理索拉力的選取，結構計算，到最終計算結果的分析，結構動力性能的分析，以及幾種方案的經濟比較，詳細分析了該結構形式的優缺點。該結構形式在工程界具有廣闊的應用前景。
  7. Abstract : based on the indoor test results of the base bedding course materials for cement concrete pavement and prevalent actural calculation approach of the prevalent norms, and according to the different compositions in changtan expressway and in consideration of the experiences gained in the central and southern region, a typical structure legend for cement concrete pavement which is suitable for areas damp and with plenty of rainfall the typical structure and guideline for the use of the typical structure legend are presented in this paper

    文摘:通過對南方多雨地區目前常用的水泥混凝土路面基墊層材料的室內試驗，依據現行規范的結構計算方法，進行不同結構組合驗算與長潭高速公路試驗路段現場檢測，並參考中南地區使用經驗，提出了適應多雨潮濕地區水泥混凝土路面典型結構圖例，論述了運用典型結構圖例的原則及指南。
  8. Abstract : the system, in the span - by - span construction of brid ge, willexperience three kinds of shifts from the state of simple beam to the continuous state, from overhanging beam to the continuous beam and from few - spans continuous beam to required degree span by span. meanwhile, structural calculatin g graphics and the internal force are changing with the three shifts

    文摘:在橋梁工程逐孔施工過程中，體系將發生由簡支梁狀態到連續梁狀態，由懸臂梁到連續梁，由少跨連續梁逐孔延伸到所要求的體系三種轉換，同時結構計算圖式和內力也發生變化。
  9. Second, this paper studied the core technologies for developing the cae system for construction curtain wall, such as sparse matrix storage and processor for fea, parametric design and engineering modeling and so on

    然後針對建築幕墻結構計算機輔助工程系統所涉及的與有限元分析相關的稀疏矩陣存儲及求解技術、系統參數化設計技術以及工程建模技術等關鍵技術進行了較深入的研究。
  10. This paper analyzed the features of the curtain wall structure and the needs of cae for construction curtain wall structure analysis. based on the studies on the cae system for curtain wall structure analysis and its core technologies, a professional cae software special for the construction curtain wall structure analysis is developed

    本文從建築幕墻結構特點出發，圍繞建築幕墻結構計算機輔助工程分析需求，對建築幕墻結構計算機輔助工程分析系統及其關鍵實現技術作了較為深入的研究，並開發了適合建築幕墻結構分析的專用輔助工程分析軟體。
  11. Based on cae system for construction curtain wall structure analysis, it presented a kind of parametric design language w - spdl and the architecture of its processor especially for construction curtain wall structure analysis, which can greatly enhance compound features of the system. it is also helpful to further developing for the system, batch commands processing, parametric design of structure analysis and simplifying the operation flows

    基於建築幕墻結構計算機輔助工程分析系統，建立了一套適合建築幕墻結構分析的參數化設計語言w - spdl ，並提出了一種開放性w - spdl宏處理器體系結構，提高了系統綜合性能，並為基於系統進行二次開發、批命令處理、結構分析參數化設計以及簡化用戶操作流程等提供了支持。
  12. First, based on the analysis of the cae software available and cae needs for construction curtain wall structure analysis, this paper put forward a 4 - layer software architecture blue print for curtain wall structure analysis cae system with autocad as the graphics - processing platform

    本文首先在分析了國內外同類軟體發展現狀的基礎上，針對建築幕墻結構特點及其計算機輔助工程分析需求，基於autocad圖形處理平臺，提出了一種四層體系結構的建築幕墻結構計算機輔助工程分析系統總體方案。
  13. Combining with the performances of danshan bridge, discussing the methods on the construction controlling and calculation of cable - stayed bridge, this paper raises an efficient construction controlling system, and realizes collecting construction data of the real bridge and technical information. by analyzing on the difference of theoretical calculation and real construction state, the author determines to take self - adapting construction controlling method which uses kalman filter method to identify and adjust construction parameters. by getting rational construction state from forward iteration method, this paper, taking concrete creep effect in consideration, raises a rational scheme to pre - remain deformation and adjust cable force

    結合丹山橋的結構特點，通過對斜拉橋施工控制及結構計算方法的探討，提出了有效的施工控制系統，實現了對實橋施工數據和技術信息的採集；通過分析理論計算與實際施工狀態的差異，確定了以卡爾曼濾波法作為施工參數識別與調整的自適應施工控制方法；通過正裝迭代法確定其合理施工狀態，並考慮混凝土的徐變效應，提出了合理的預留拱度和索力調整方案。
  14. With estabilishing a three - dimensional fem model and dealing with structure - soil effect by m method, the computation method is an new application of fem software in harbor engineering

    通過對這種大型的工程結構建立空間有限元模型進行計算，並採用工程中常用的m法來處理樁土相互作用問題，為高樁墩式樁臺結構計算開創了一條新途徑。
  15. Segment joint stiffness k ( subscript ) is an important parameter for the design of shield tunnel segment

    摘要盾構管片接頭彎曲剛度k （下標）是盾構襯砌結構計算中的一個重要參數。
  16. The stability of arm and 0 pole have been main analysised in the caculation of the constructure. the design of machanism - electronics hydraulic - all in one and manual of the machine of type changzhengiii - 160 are also intruduced in the paper

    結構計算重點對大臂的強度、 0 ~ #柱的穩定、擺頭機構、擺尾機構、拉耳的強度進行了分析。
  17. Main course : structure of network of structure of all of technology of principle of analysis of logic of technology of electron of circuit principle, imitate, number, number, computer, microcomputer, computer science department, computer, advanced language, assembly language, data, operating system

    主要課程：電路原理、模擬電子技術、數字邏輯、數字分析、計算機原理、微型計算機技術、計算機系統結構、計算機網路、高級語言、匯編語言、數據結構、操作系統等。
  18. Through an actual case of re - construction of a workshop in a coal preparation plant without interrupting the production, where cf reinforcement technique was applied, the computing verification of the reinforced concrete beams and manipulation of cf materials in construction are introduced in this paper

    摘要通過對某礦選煤廠準備車間在不停產狀態下施工實例，應用碳纖維加固技術，對梁板結構進行了結構計算驗證，並對碳纖維加固施工進行了介紹。
  19. With the advancement of calculating theory and design technology, as well as the wide application of computer in the engineering design area, the bridge structure is developing towards large span, thin section, and prestress. the bridge construction scheme is also made great progress. with the research on construction project, the construction of the bridges over the river or the gorge is becoming more and more simple, efficient and economical

    隨著結構計算理論和設計技術的進步，以及計算機在工程設計領域的廣泛應用，橋梁結構向大跨度、薄截面、預應力方向發展，橋梁的施工方案也取得了很大的進展，通過施工方案的研究，使位於大江大河上及深山峽谷中的橋梁施工作業更加簡單高效、經濟合理。
  20. On the mrp, the truss arch aqueduct is comprehensively researched in this paper, including its structural characteristic, structural calculation and reliability analysis

    本文結合南水北調中線工程，對下承式空腹桁架拱排水渡槽的特點、結構計算以及結構的可靠性進行了較全面研究。
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