聯結梁 的英文怎麼說

中文拼音 [liánjiēliáng]
聯結梁 英文
binding beam
  • 聯 : Ⅰ動詞（聯結; 聯合） unite; join Ⅱ名詞（對聯） antithetical couplet
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 梁 : 名詞1 （屋架中架在柱子上的長木） beam 2 （通常也指檁） purlin 3 （橋） bridge4 （物體中間條狀隆起...
  • 聯結 : bind; tie; join; jointing; anastomosis
  1. According to the highway requirement of building project investment and the principle of integration of theory with practice, the author manages to guide the practice of the transform project of tongliang - hechuan 2th road and carries out the appraisement research of economic integration including analysing the historic background and existing questions of this project, proposing the essentiality to upgrading and revising this road, analyzing the economic evaluating method of road, studying the investment evaluation and capital raising of tongliang - hechuan 2th road. at the same times, the author has carried through particular and systemic evaluation for the project and the result is feasible

    基於上述認識，作者以公路工程改造建設為背景，進行深入的剖析，按照公路建設項目投資管理的要求，本著理論聯系實際的原則，運用研究的理論指導銅梁合川二級公路改造項目的實踐，對其進行綜合經濟評價研究，包括對銅梁合川二級公路的現狀和存在問題進行說明分析、提出進行公路改造的必要性、公路交通經濟評價理論分析、對銅梁合川二級公路的改造進行投資估算和資金籌措，並對該改建項目進行了詳細而系統的經濟評價，結論是可行的。
  2. The influence upon the fatigue stress of longitudinal bracing rods due to the transverse vibration of steel bridges

    橫向振動對鋼板梁橋聯結桿件疲勞應力的影響
  3. Somehow the shape is associate with a praying gesture, or a ships bottom turning upward. the components of a building, pillars, beams, and the roof are totally replaced by four shells. though it is the result of advanced architecture idea and technological entrepreneur, the surface bricks are traditional

    教堂兼具傳統與創新，簡潔的造型，卻給人許多聯想，像雙掌閉合默禱，又像船底倒置，薄殼結構的造型取代了建築的柱子、橫梁、樓板和墻面，是理念的突破，技術上的挑戰，而外貼的燒釉面磚，卻具有傳統中國風味。
  4. Simultaneously, the thesis discusses the calculation theory and analysis method for beam on elastic foundation, and gives an in - depth discussion on each calculation model of beam on elastic foundation, including elastic theory model, wenker theory model, spring - system connected with flexible line model and double - foundation - bed coefficient model etc. the deficiency of elastic foundation finite element method of deep excavation timbering system presently is pointed out via the detailed investigation to the elastic foundation finite element method calculation theory and implement process based on wenker theory model

    同時，本文論述了彈性地基梁的計算理論和分析方法，深入討論了彈性地基梁的各種計算模型，其中包括彈性理論模型、文克爾理論模型、用彈性柔線聯結的彈簧系模型、雙基床系數模型等。通過詳實地分析建立在文克爾理論模型基礎之上的彈性地基有限元法計算原理和實施過程，指出當前深基坑支護體系彈性地基有限元法的不足。
  5. The principal conclusions include : ( a ) the composite system is composed of both active - bearing structural members and inactive - bearing ones, being of a character of combination of rigid retaining structures with flexible ones, so its working mechanism will be behaved as sharing loadings, waterproof and impermeability, loading transfer, local reinforcement and pre - reinforcement ; ( b ) the experimental results show that much more subsoil will participate in retaining action, soil stresses of internal slope will be shared uniformly and deflections caused by excavation will be reduced notably because of cooperation of nails and cement - soil mixing pile wall ; and ( c ) the internal forces of facing in vertical model will be a control factor of design and the cross section tensile strength of cement - soil wall will govern strength of the

    主要研究結論有： （ 1 ）復合土釘支護的作用機理主要為臨時加固土體以保證局部穩定、有機聯系以共同承擔荷載、改善土體性質起到止水抗滲作用。 （ 2 ）試驗結果表明：復合土釘支護能夠充分調動周圍土體共同作用，有效地控制基坑變形；復合土釘支護中止水帷幕的插入深度和強度對控制邊坡變形與失穩有較大作用；復合土釘支護效果明顯優於一般的土釘支護。 （ 3 ）面層與邊坡土體共同變形，設計時可按外力作用下的彈性地基梁進行計算。
  6. Based on analysis and comparison of existing test data applied to existing ultimate strength prediction models, interfacial stress at the end of plate is deduced. after formulas for calculating the effective moment of inertia for frp - strengthened beams being revised and adjustment coefficient related to nominal main steel reinforcement ratio and curtailment length ratio being put forward, strength prediction formulas of compound beams under plate end debonding failure are established. in analysis of strength of compound beams under intermediate crack induced interfacial debonding failure mode, several bond strengths and their relation are introduced

    對于板端剝離破壞，在總結現有承載力模型的基礎上，利用已有試驗數據對各承載力計算公式進行了分析比較，進一步採用分階段分析法，推導了板端界面應力的計算公式，在此基礎上，採用加固復合梁有效慣性矩的修正公式，建立了考慮名義配筋率和板端偏移比影響的板端剝離破壞梁承載力的計算公式；對于跨中受彎裂縫導致的粘結破壞，闡述了常見的幾種粘結強度之間的區別和聯系，並基於拉剪粘結強度，提出了跨中受彎裂縫導致粘結破壞的承載力計算公式，並利用現有試驗結果確定了模型中的一些參數；最後，利用試驗數據對本文建立的兩種粘結破壞承載力計算公式進行了檢驗，結果基本吻合。
  7. On that basis, we have come to the conclusion that the legal design of the venture capital enterprises " organization structure is a bridge which joins the technique structure and the performance of economy together

    在這一基礎之上，我們得出這樣的結論，風險投資企業組織形式的法律設計是聯系技術結構與經濟實績的橋梁。
  8. The paper expounds how to find out the potential safe problems and unobvious defects, such as beyond - limit deflection in fixed girders for gantry bucket wheel stacker / reclaimer, by means of completely checking fixed girders, movable beams, geometric shapes of stiff and flexible supporters, metal thickness and welding and how to solve the safe problems and remove the defects

    摘要通過對門式斗輪堆取料機固定梁、活動梁、剛性支腿、撓性支腿的幾何形狀、金屬厚度、焊縫狀況、聯接螺栓狀況進行全面檢測，發現門式斗輪堆取料機固定梁存在下撓超標的安全隱患和其他非明顯缺陷，從而對堆取料機的安全狀況有了全面的掌握，並根據檢測結論對固定梁下撓缺陷及時進行校正消缺，避免發生設備垮塌事故，保證了堆取料機的安全穩定運行。
  9. In chinese securities market, sd & c ( china securities depository and clearing corporation limited ) plays the roles of both ccp ( central counterparty ) and csd ( central securities depository )

    在我國證券集中交易市場上，投資者、證券經紀商和證券登記結算機構是主要的市場主體，其中，證券經紀商又是聯系投資者與證券登記結算機構的紐帶和橋梁。
  10. With added the tmd, bod reduce flap epuipment. added the second form beam, the preparative box and the connect both line etc on the big bridge of yellow river at beijing to guangzhou line, and contrast between before and after reinforced, we analysed the result and dicided to adopt the reinforce project to connect both line

    在京廣黃河大橋上通過實施加tmd 、 bod減振器，增設第二平聯、準箱形梁及雙線剛性連接等試驗，利用通過列車進行加固前後的對比測試，通過結果分析決定在京廣黃河大橋上採用雙線剛性聯接方案進行加固。
  11. On the basis of relative researches in the world, according to the study status of steel - concrete composite slab, which would be widely used in modern bridge, modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this, this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect, and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire, and conclude that the methods in this paper is veracious and reliable, comparing with the traditional calculating mode ; morever, this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab, using conversion elastic modulus principle, and testifies that the theory is right and the program is reliable and practical

    本文在國內外研究成果的基礎上，針對壓型鋼板與混凝土組合板結構在現代橋梁建設中廣泛應用前景和研究現狀，利用換算截面法導出了壓型鋼板與混凝土組合板結構的修正等效慣性矩；在此基礎上，又推出了考慮壓型鋼板與混凝土之間的相對粘結滑移影響的壓型鋼板與混凝土組合板結構極限抗彎承載能力計算理論，並介紹了考慮栓釘、聯結件影響的壓型鋼板與混凝土組合板結構簡化實用撓曲變形計算公式，而且通過與傳統計算理論的分析比較，表明本文提出的計算理論公式的準確可靠性；此外，採用換算彈性模量比法著重提出了壓型鋼板與混凝土組合板結構的徐變、收縮效應分析的計算理論和程序，並通過實例分析計算證明了理論的正確性、程序的可靠性和實用性。
  12. As a combined subject of functions and arts, the formation and development of the bridge aesthetics are closely related to its neighbor subject, the architecture aesthetics

    作為一門功能與藝術相結合的學科，橋梁美學的形成與發展和它的學科近鄰建築美學有密切的關聯。
  13. Coupling beams between openings are the main plastic energy dissipation elements of coupled walls, but whether short coupling beams could ensure that shear failure would n ' t take place before coupling beams have reached certain displacement ductility or not, is still a problem of engineering which has n ' t been solved and is one of the critical problem of the code for design of concrete structures which remains to be solved

    洞口連系梁是聯肢剪力墻的主要塑性耗能構件，但跨高比較小的連梁是否能保證在達到一定的位移延性之前不出現剪切失效，仍是目前我國工程界未解決好的問題，也是我國《混凝土結構設計規范》遺留下來有待解決的關鍵問題之一。
  14. From the global stiffness matrix of plane frame, condensing the static force and eliminating the coupling of vertical force and displacement and other broad sense force and displacement, obtained the vertical stiffness matrix of plane frame structures subjected to vertical earthquake action considering the influence of horizontal girds and nodal

    從平面串並聯多質點系結構的總剛度矩陣中，採用靜力凝聚法，消去豎向力和豎向位移與其它廣義力和廣義位移之間的耦聯關系，得出框架結構在豎向地震作用下考慮水平梁和節點轉角影響的豎向剛度矩陣。
  15. As a result of its unique island country geographical characteristics and in order to promote the economic and social development, large - scale construction of cross - sea bridges and submarine tunnels was carried out by japan after the second world war, which linked up the traffic between the four main islands of the country

    摘要日本由於島國的獨特地理特徵，為了促進其經濟和社會的發展，在二戰之後進行了大規模的跨海橋梁以及海底隧道建設，從而實現了四大主島陸路交通的聯結。
  16. A new nonlinear finite element model which applies subsystem connect beams element and space degenerate shell element to analyze eccentric braced structural energy - dissipation and links collapse mechanism is presented in this paper

    本文提出了應用子結構法聯合梁單元與空間退化曲殼單元分析偏心支撐鋼框架耗能性能及耗能梁段破壞機理的非線性有限元分析模型。
  17. 1. after a series of comprehensive testing and structure analysis to various bridges on the guangshe, huning, jinqin, shenshan, jingguang. ln our opinion, the key problems of the railroad bridge are as follows : ( 1 ) bridge construction is not well at the request of the railroad train speed - lift, primarily because of low dynamic property of the horizontal frame ; ( 2 ) the bad liability of the bridges structure, concrete beam ' s horizontal plank coupling form ; the low capacity of some of the bridges

    在對廣深、滬寧、京秦、沈山、京廣干線上不同橋梁結構進行的一系列綜合試驗的結果分析后認為，我國鐵路橋梁目前存在的主要問題為：橋梁結構不適應列車提速的要求，主要反映為結構橫向的動力性能較差；橋梁結構的耐久性問題；混凝土梁的橫隔板聯結方式；部分橋梁承載能力不足。
  18. The next highest, alpha waves, are associated with daydreaming and visualization or " sensualization ", as the author puts it and with relaxed, detached awareness, a receptive state of mind. they also, very importantly, serve as a bridge between the conscious and unconscious minds or between the beta mind state and those states associated with the lower frequency brain waves

    次高頻率的腦電波，波：與白日夢和視覺體驗作者又稱之為聲色的體驗有關，是一種放鬆不執著高接受度的心靈狀態這種腦波非常重要的是聯結意識與無意識狀態，也是介於波意識狀態與低頻率腦波意識狀態之間的橋梁。
  19. First, the paper sets up finite element models of 4 - point bending rc beam strengthened with frp sheet. not only material nonlinear of concrete and steel bar but bond style of longitudinal steel, stirrup and frp are taken into account

    本文首先建立了纖維布加固鋼筋混凝土梁四點彎曲的有限元模型，考慮了混凝土、鋼筋的材料非線性以及縱向鋼筋、箍筋和纖維布與混凝土之間的聯結關系。
  20. For parents and children in the leisure time provided a link sentiments of the bridge

    為家長和孩子在休閑時間提供了聯結親情的橋梁。
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