管柱基礎 的英文怎麼說

中文拼音 [guǎnzhùjīchǔ]
管柱基礎 英文
cylinder pile foundation ; cylinder caisson foundation
  • 管 : Ⅰ名詞1 （管子） pipe; tube 2 （吹奏的樂器） wind musical instrument 3 （形狀似管的電器件） valve;...
  • 礎 : 名詞（墊在房屋柱子底下的石頭） plinth
  • 管柱 : tubular column管柱基礎 tube caisson foundations; 管柱樁 hollow tube pile
  1. The software ansys6. 0 is used to analysis the stability of the state after construction of tongwamen bridge, linear method is used in analyzing the finite element model of the bridge, the coeffient of stability of different state after construction is given. on the basis, the effect of different factors such as the arrangement of lateral brace, the sloping angle of arch ribs, the stiffness of bridge deck system, the effect of non - orientedly conservative loadings of the hanger and tie bar etc is discussed. the different coefficients of stability of changing these factors are given, so the factors that are vital to the lateral stability of x - type arches are found, and the rationality of the methods taken to enhance the lateral stability of tongwamen bridge is evaluated

    本文應用有限元分析商業軟體ansys6 . 0 ，採用線彈性方法，通過對該橋的空間有限元模型進行穩定性分析，得出其成橋運營階段各種工況下的穩定安全系數。在此基礎上，本文還通過有限元模型分析，就拱的矢跨比、吊桿（立柱）的非保向力效應、橋面系的剛度、橫撐布置形式、拱肋側傾角等因素對該橋整體穩定性的影響展開探討與研究。文中給出了各因素變化情況下的穩定安全系數，指出了對鋼管混凝土提籃拱橫向穩定性有顯著影響的因素及其合理變化范圍，並對銅瓦門大橋提高橫向穩定性的措施的經濟合理性進行了分析。
  2. The educating and training of the talents of science and technology is also a production, so the methodology of the lean production ( lp ) in industry, which aims to banish waste and create wealth and is based on ce ( the current engineering ), strutted by three pillars named jit ( just - in - time ), gt ( group technology ) and tqm ( the total quality management ), offers the reference in idea and method for the universities

    本文在分析中國大學人才培養之得失和借鑒工業經驗的基礎上，建構了以「觀念更新、資源整合和流程再造」為平臺，以「模塊化（ gt ）課程設計」 、 「適時制（ jit ）教學運行」和「全面質量管理」 （ tqm ）為主要支柱的大學科技人才精益教育模式。
  3. Since the air pressure sink - box technology was abandoned, and the steel - plate peg round the barrage pipe peg foundation was adopted at first time in the wuhan changjiang bridge project, the steel round the barrage has been adopted in bridge foundation construction more and more. especially after the double wall steel sink well round the barrage bore peg foundation was creatively adopted in jiujiang changjiang bridge foundation, which was built in 1985

    自從武漢長江大橋工程中擯棄了過去一直沿用的氣壓沉箱，首次採用了鋼板樁圍堰管柱基礎以來， 1985年建成的九江長江大橋基礎獨創性地採用雙壁鋼沉井圍堰鉆孔樁基礎，鋼圍堰在橋梁基礎施工中的應用越來越多。
  4. Based on this, the paper explicitly puts forward a directive strategy for wisco ' s diversified operations as follows : backed up by wisco while tackling the broadest market, through reform in managerial and operational mechanism and innovation in technology, and by means of making best use of the state ' s industrial policies, the capital and advanced technology at home and abroad, and wisco ' s available resources, to cultivate and build up the development - and market - oriented, profit - and innovation - driven non - steel pillar industry and make the non - steel industry grow simultaneously with the steel sector, and turn the non - steel industry into new growing points for wisco

    在此基礎上，明確提出了武鋼多元化經營的戰略指導思想是：以發展為主題，以市場為導向，以效益為中心，以創新為動力，利用國家的產業政策，利用國內外的資金，利用武鋼的資源，利用國內外的先進技術，依託武鋼，面向社會，通過改革管理體制和經營機制，技術創新和制度創新，著力培養和形成非鋼支柱產業，使非鋼產業與鋼鐵產業同步發展，成為武鋼新的經濟增長點。
  5. Abstract : on the basis of the stat - of - the - art of protective buffers for base isolation, the step - stiffnessbase isolator of concrete filled steel tubular short column is put forward

    文摘:在總結目前基礎隔震緩沖限位裝置現狀的基礎上，提出了梯隊式變剛度鋼管混凝土短柱基礎隔震裝置。
  6. If the columns are disabled, the whole structure will collapse or overturn. in addition, the research on fire resistance of reinforced concrete columns provide the foundation for study on other rising combined columns such as concrete filled steel tubular columns and steel reinforced concrete columns

    另外，鋼筋混凝土柱的抗火性能的研究也能為鋼管混凝土柱、鋼骨混凝土柱等其它新型組合結構柱的抗火性能的研究打下堅實的基礎。
  7. This paper summarizes the present research in heavy load - carrying columns and analyses the work mechanisms and characteristics of steel reinforced concrete columns and concrete - filled steel tubular columns. then a new design model for heavy load - carrying columns is established

    本文在總結國內外文獻的基礎上，研究和分析了幾種重載柱，例如鋼骨混凝土柱、鋼管混凝土柱的受力性能及特點，在此基礎上提出了一種重載柱設計的新模式。
  8. In consideration of a design plan for intelligent measuring of tubing string length, a mathematical model is established to conduct the measuring based on eulers fomula and the characters of bearing force and deformation of wire rope in the lifting system

    針對油管柱長度智能計量的設計方案，以歐拉公式為基礎，依據起升系統中鋼絲繩的受力特點及變形，推導出適用於油管柱長度智能計量的數學模型。
  9. Four groups of eight types of connection methods are suggested to be able to use for the joint of cold - formed rectangular tube - steel column and h - shaped beam by investigating the current research on the beam - to - column connection methods used at home and abroad, at the same time, a new type of connection is proposed in this article

    本文在對國內外冷彎矩形鋼管與焊接箱形鋼管節點型式研究的基礎上總結出四類八種適合於冷彎矩形鋼管柱與h型鋼梁連接的節點型式，並提出一種新型節點連接型式，分別給出了相關的設計規定和使用條件。
  10. Based on the dynamics, a mechanical model calculating the drill string ' s eccentric wear is established, the approximation equation calculating the positive pressure on casing / drill string is derived out, and the major factors affecting the eccentric wear are analyzed

    針對深井鉆井中的井口附件套管偏磨問題，以動力學為基礎，建立了鉆柱偏磨力學模型，推導出了套管鉆柱正壓力的近似計算公式，分析了影響偏磨的主要因素。
  11. At last, we can get the limit bearing capacity formula of concrete filled steel tube long column subjected to axial compress. on the basis of the theoretical analysis, twelve samples which have four kinds of long diameter ratio are studied experimentally

    在理論推導的基礎上，對四種長細比12個鋼管混凝土軸心受壓長柱進行了試驗研究，量測了鋼管混凝土軸心受壓長柱在試驗過程中各階段的承載力、應變、縱向變形系數等。
  12. When temperature increases, deformation will develop under post buckling conditions, and it is difficult to describe axial force with analytic method, so numerical method is used

    以此為基礎，分析管柱升溫時的軸向力和變形，確立計算步驟和邊界點的處理方法。
  13. Hwang, s. j., and lee, h. j., " strength prediction for discontinuity regions by softened strut - and - tie model, " journal of structural engineering, asce, vol. 128, no. 12, pp. 1519 - 1526 ( 2002 )

    蔡克銓，林育詳，林敏郎，中空雙鋼管混凝土柱與基礎接合之試驗行為，中國土木水利工程學刊，第16卷，第2期，第229 - 240頁（ 2004 ）
  14. A seismic shear capacity equation for ductility and non - ductility columns is proposed to amount for the reduced shear contribution of concrete as to the increasing of displacement ductility levels. 6. the behavior of columns * transverse displacement within yield hinge regions is also discussed based on truss - arch model. 7. the seismic shear capacity design equation of columns with various ductility levels is proposed in statistic method on the basis of test data collected from japan and china to simplify the equation resulted from truss - arch model

    對國內外試驗資料進行了統計分析，詳細分析了剪跨比、軸壓比及配箍特徵值對框架柱構件抗剪承載力的影響，得到了反復荷載下框架柱塑性鉸區域極限承載力計算的統計公式；在理論推導公式及統計公式的基礎上，參考國內外規范，首次管品武；鋼筋混凝土框架柱塑性鉸區抗剪承載力試驗研究及機理分析提出了鋼筋混凝土框架柱塑性鉸區域剪切承載力抗震延性設計實用公式。
  15. On the basis of demand analysis, this thesis finishes the design of the system and realizes some key functions, including industrial section modeling, the drawing and the mutual modifying of the drill histogram, the formation and the perfection of the projection section, the construction of stratum modeling, and the realization of the mechanism of data communication administration

    在需求分析的基礎上完成了系統的設計，系統成功地實現了工區模型組件、鉆孔柱狀圖模型組件、剖面模型組件、層模型組件的構造與各類組件間的數據通信管理機制的軟體實現。
  16. Lastly, it analyses the management methods of credit risk, market risk and operation risk of our commercial banks : in the section of the credit risk, it begins with risk recognition, introduces the difficulties of establishing the internal ratings - based approach of our commercial bank and puts forward the management thinkings from the five respects : the setup of irb, credit culture establishment, the modification of information announcement, the innovation of credit management tools and improvement of the capital adequate rate. in the section of market risk, it introduces the reason of strengthening its management of the whole world and our country, analyses the most important method - var and then discusses its operation inour country commercial banks. in the section of the operation risk, it defines the internal meaning, analyses the different measure means, points out current pressure of our commercial bank ' s facing and finally proposes the rightful operation risk management tactics combining the actual situation of our country

    首先是對新協議本身的研究，介紹了巴塞爾協議的邏輯演進、新協議的主要內容及主要特徵；其次從最低資本要求、監督部門的監督檢查和市場約束三大支柱入手，分析新協議對我國商業銀行風險管理可能產生的不利影響；最後分析了新協議框架下我國商業銀行信用風險、市場風險和操作風險的管理思路：信用風險部分從對其的識別分析入手，介紹了我國商業銀行建立內部評級法的必然性，最後從內部評級體系的構建、良好信用管理文化的建立、信用風險的信息披露改進、信用管理工具創新和提高資本充足率、構建統一的風險管理組織結構六個方面提出了我國商業銀行信用風險的管理途徑；市場風險部分介紹了全球以及我國加強其管理的原因，對當前市場風險管理的主流方法? ? var方法進行了詳細的闡述，並進而對var方法應用於我國商業銀行市場風險管理中的若干問題進行了探討；操作風險部分在正確界定其內涵的基礎上，重點分析了各種計量方法，並指出現階段我國商業銀行加強操作風險管理的緊迫性，最後並結合我國的實際情況提出了合理的操作風險管理策略。
  17. Firstly, the spread law of tunnels is conclused and analised : tunnels often occurs in gully of loess ridge or where face gully and the connection of embankment and cutting. collapse, sink and open up are the harm that often done by tunnels. the breadth treated is the spot among 30 ~ 50m above the embankment and cutting, and 10 ~ 20mlow

    其次，在前人工作的基礎上，研究了注漿法在路基暗穴處理中的加固機理，用注漿法處理暗穴時在理論上應用的是滲透注漿和壓密注漿，文中分析了球形擴散理論、柱形擴散理論和袖珍套管理論的特點。
  18. Information technology is the backbone of modern society. chemical informatics is based on chemisty, chemical engine, computer science and information technology and a new interdisciplinary, which including chemisty, chemical engine philology ; interpreting, managing and transporting chemistry knowledge with computer technology ; chemical graphics ; explernation and digging of chemical data ; education and long - distant information retrieve. the work is accomplished in this background

    信息技術是現代社會生活的重要支柱，化學信息學（ chemicalinformatics ）是以化學、化工、計算機與信息技術為基礎的一門新興邊緣學科，包括：化學、化工文獻學；化學知識體系的計算機表示、管理與網路傳輸；化學圖形學；化學信息的解析與數據挖掘處理；化學知識的計算機推演；化學教育與教學的現代技術與遠程信息資源。
  19. On the basis of earthquake - resistant behavior experiments of high strength concrete column reinforced with concrete filled steel tube, two methods for calculating flexural strength of the column, one is based upon the method in building code for calculating the flexural strength of reinforced concrete member while the other is based upon the method of superposition, are discussed, and the moment ? xial load relationship is also analyzed using finite element method. the results are in good agreement with the experimental ones

    本文在以鋼管混凝土為核心的高強混凝土柱（鋼管高強混凝土核心柱）的抗震性能的試驗基礎上，分別基於鋼筋混凝土構件的規范計算方法和疊加法兩種思路討論了核心柱的正截面強度計算，並用條帶有限元方法模擬了核心柱的彎矩? ?軸力相關曲線，與試驗結果符合較好。
  20. Based on theory of big flexibility defective close columnar shell, use adding partition board to resolve the partial buckling problem in partially cfst arch bridge ' s hollow steel tube segment. the formula of how to confirm the space between partition boards was deduced to content whole and partial buckling

    在大撓度有缺陷閉合圓柱殼體局部穩定理論基礎上，提出採用增設橫隔的辦法以解決部分灌注鋼管混凝土拱橋中空心鋼管段的局部穩定問題，並導出了在同時滿足鋼管整體和局部穩定性的前提下，需增設橫隔的間距的公式。
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