連接橋結構 的英文怎麼說

中文拼音 [liánjiēqiáojiēgòu]
連接橋結構 英文
cross-deck structure
  • 連 : Ⅰ動詞1 （連接） link; join; connect 2 （連累） involve （in trouble）; implicate 3 [方言] （縫） ...
  • 接 : Ⅰ動詞1 （靠近;接觸） come into contact with; come close to 2 （連接; 使連接） connect; join; put ...
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 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...
  • 連接 : connect; fit together; link; marry; mate; joint; association trail; linkage; concatenate; concate...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. The double - deck lantau link consists of the tsing ma bridge linking tsing yi to ma wan ; a viaduct over ma wan ; and the cable - stayed kap shui mun bridge linking ma wan to lantau

    青嶼干線採用雙層結構，其組成部分包括連接青衣與馬灣的青馬大橋、跨越馬灣的高架道路，以及採用斜拉橋設計、連接馬灣與大嶼山的汲水門大橋。
  2. This vessel is a steel cruiser of all - welded construction, two - layer deckhouse, catamaran, double engines, double propellers, double rudders and round bilge, with two semi - hulls connected by bridge, transverse framing for main hull, and longitudinal and transverse composite framing for the superstructure deck. the outlook is matched with the modern buildings and greening overview on both sides of the pearl river. the interior decoration layout is characterized by the multi - functions, luxury, comfort, catering and recreation

    本船為鋼質全焊接結構二層甲板雙體雙機雙槳雙舵圓舭型線，兩片體以連接橋相聯，主船體橫骨架上層建築甲板縱橫混合骨架式，外觀具有與珠江兩岸現代化建築及沿岸綠化景緻協調內部裝飾布置以多功能豪華舒適以餐飲娛樂為特色的觀光游覽船，航行於珠江沙角水域以內河面。
  3. The jinma bridge consists of a large single - towered structure rigidly connected to two balanced - cantilever approach structures. the symmetry, stiffness and efficiency of the arrangement made for a very economical, yet aesthetic solution

    金馬大橋採用的是一種獨塔斜拉橋與兩側剛構相連接的新型協作體系斜拉橋，不僅造型美觀、結構新穎而且工程造價也非常節省。
  4. A new bridge structure cooperated by the single - towered cable - stayed structure and the rigid frame structure was presented. many aspects of jinma bridge are researched and analyzed, such as the design method, configuration of the superstructure, section choice of the tower, design and construction methods of the deep - water bases, the stiffness of the cooperated rigid frames, strengthening way in the tower. it is concluded that this new structure is the economical, aesthetic and suitable project for the large - span situation

    主要內容和結論如下： 1 、提出了獨塔斜拉橋與兩側剛構相連接的新型協作體系斜拉橋結構形式，並對該橋的方案比選、設計思路、橋面系結構形式、塔柱截面設計、深水基礎的設計及施工方法、協作剛構的剛度選取、塔柱的直束加固等方面作了詳細地計算分析和比較。
  5. So the application of partial shear connectors in the building and bridge structure to supporting the fatigue load is feasible, and will bring considerable economic benefits

    因此必要的情況下在建築結構和橋梁結構中採用部分剪力連接來承受疲勞荷載的作用是可行的，並可帶來良好的經濟效益。
  6. In this paper, the three level fortification criterion, two stage design method and the elastic response spectrum theory are adopted, and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate. through gathering, analyzing and calculating a lot of bridge design materials, this paper induces a simple way to calculate the relative displacement of the beam and the pier, and then according to the current design method, it concludes a better design principle of the supporting length of the beams. at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges

    本論文採用三水準設防、兩階段設計方法、彈性反應譜計算理論，運用橋梁結構非線性地震響應分析程序nba （ theprogramofnonlinear ? aseismicanalysisforbeambridge ）進行計算；通過收集大量的實橋設計資料，經分析計算，歸納總結出計算上下部結構相對位移的簡便計算方法；並綜合國內外的經驗值，提出梁的支承長度se的設計原則；同時運用動力學突加荷載的原理，推導分析了預應力鋼絞線式（鋼棒連接式）落梁防止裝置設計承載力的計算方法和設計伸長量s _ f的取值；最後本文通過實橋計算，說明了落梁防止系統設計的方法。
  7. The addition of agi does n ' t change the short - range structure of glass network, the basic structural units forming the backbone of the network are ges4 / 2 and gas4 / 2 tetrahedral which are interconnected by bridging sulfurs to form a disordered three - dimensional network, agl disperse in it as network modifier

    Agi的加入並未改變網路形成體的近程結構， [ ges _ 4 ]和[ gas _ 4 ]四面體通過橋s連接形成三維無序網路狀結構， agi作為網路修飾體分佈於其中。
  8. The first one is linker layer i. e. ccmmunication protocol, which is the bridge between software and hardware

    軟體體系結構可以分為四層，第一層為連接層，也就是通訊協議，是軟體與硬體溝通的橋梁。
  9. In allusion to section modality and transverse joint of common span bridges, we choose two kinds of calculating theories in transverse distributing calculate process : the theory of rigidity crossbeam and the theory of hinged girder and slab. making the use of the theory of optimized design, i constitute mathematics model and choose appropriate calculated method. and find the form and detail dimension of section when beams of the bridge satisfy bending moment ^ shearing force and torsional moment

    在用橫向分佈理論計算單梁扭矩過程中，針對現有常用跨徑橋梁的截面形式和橫向連接狀況，選取了兩種計算理論：剛性橫梁法和鉸接梁（板）法，利用結構優化設計原理，建立主梁承載力的數學模型，選擇合適的優化計算方法，得出在滿足彎剪扭承載力要求時主梁的細部尺寸。
  10. The element construction addresses this by eliminating any welds in this area

    這種硅碳棒的連橋結構正是在此基礎上去除了任何焊接部分。
  11. The steel structure design of the connecting building and the connecting bridge of guangzhou new baiyun international airport

    廣州新白雲國際機場連接樓及連接橋鋼結構設計
  12. Simulation based mission reliability calculation methods of complex weapon system

    應用橋接成員實現高層體系結構多聯邦互連
  13. - ii - 5. with the consideration that the cross section of the cable - stayed structure and the rigid frame structure ' s are not uniform, a new joint solution was presented for these different sections

    5 、針對金馬大橋斜拉橋側主梁截面與t構側主梁截面形式不統一的問題，提出了一種不同結構斷面的新型連接方法。
  14. The author divides the middle ware into three parts : source data controlling part, middle data document, aiming data controlling part. the middle ware uses the scheme of middle data source : taking data out of the source data table ; then, restoring the source data into the middle data document to reorganize these data and making them acceptable to the aiming data table ; finally, putting these organized data into the aiming data table. additionally, in the designing, the author writes the data types contrasting tables of heterogeneous databases by xml ( extensible markup language ) documents, and uses the xml document as middle data source

    本文主要闡述了在異構數據庫之間進行數據傳輸中間件的設計和研究：把中間件設計成三層結構，即：源數據控制層、中間數據源層、目的數據控制層；並採用中間數據源的解決方案，從源數據表中讀出數據，經過中間數據文檔的中轉傳送到目的數據表中；在該系統中，使用xml （ extensiblemarkuplanguage ，擴展標記語言）文檔來設計各數據庫與xml之間的數據類型映射表，並使用xml文檔作為中間數據源；對xml文檔的結構定義使用xmlschema ；使用jdbc - odbc橋來連接數據庫，並對數據庫進行操作。
  15. On the whole, the author began with the actual state of catamaran research, introduced its structure character, performance, loads and strength calculation. as the most important part the cross - structure was discussed in detail. after presenting the former experience formulae, this thesis deduced a series of concise formulas and checked in three sets of ship data

    整體來說，本文從雙體船的研究現狀入手，詳細分析了該船型的結構特點和總體性能，對其所受載荷和總體強度計算做了基本的說明，針對連接橋這一關鍵環節展開詳細討論，在演算法上介紹了前人的經驗公式，分析比較得出更為準確的簡化公式，並結合實船數據進行驗算。
  16. To plant steel rods in the assemble type concrete slab bridge deck and execute transverse pre - stresses not only can strengthen links between the assemble type concrete slabs and the bridge deck, but also can strengthen the transverse entirety of the whole bridge structures, and intensify the resistance of the bridge to active loads, vibrations and abrasions

    摘要通過在裝配式混凝土板板頂植筋並對橋面施加橫向預應力，不但可以加強板與橋面鋪裝層的連接，而且還可以加強整體結構的橫向整體性，增強結構對動載沖擊、震動、磨耗抵抗能力。
  17. In this paper, i have analyzed the distortion of continuous rigid frame bridge at the condition of temperature uniform change by displacement method and finite element method computer aided design program - sap91. it included : the distortion and inner force condition at the bottom of single pier when it is consolidated, the distortion and inner force condition of thin double piers - rigid frame bridge ; the distortion and inner force condition of thin double piers - rigid frame bridge when the consolidation is elastic consolidation and confinement adopted different rigidity factor ; and the inner force condition of thin double piers - rigid frame bridge when the distance of piers is different

    本文利用位移法和結構有限元電算程序sap91 ，對連續剛構體系橋梁在受到均勻溫變情況下：墩底固接單柱墩、雙薄壁墩連續剛構橋；墩底彈性固接時的雙薄壁墩連續剛構橋採用不同轉動約束剛度系數情況；以及雙薄壁墩墩間距不同的連續剛構橋梁的受力情況進行了分析和比較。
  18. They generally have r. concrete thin wall and empty abdomen form, are built in the reservoir close to the bank and joined with the bank by working bridge on the top. intake tower supports water pressure all around. this thesis concerns intake tower ' s safety under seismic ground motion

    一般採用鋼筋混凝土薄壁空腹式結構，建在靠近岸邊的水庫中，頂部用工作橋與河岸連接，其外圍四周皆承受水壓力，進水塔在地震作用下的安全十分重要。
  19. The emphases of the research works of this thesis are laid on the mechanical performance of the shear connector of the continuous composite bridge, the crack status and design method for crack control of the concrete deck in the negative moment zone of the continuous composite bridge, the influence of the connecting rigidity and the construction method over the structural mechanical characteristics of the continuous composite bridge, and the force transmission mechanism and the stress distribution of the rigid node connecting the girder and the pier in the mixed bridge and so on

    其中重點研究了組合結構橋梁中剪力鍵性能，負彎矩區混凝土板裂紋狀態及控制裂紋的設計方法，鋼與混凝土的接合剛度和施工方法對結構受力特性的影響，以及混合結構橋梁中梁墩剛性連接的傳力途徑及應力分佈等。
  20. Slave cpu receives the spwm data and output the spwm wave by query the spwm table. the dead time is generated by hardware to prevent the h bridge arm from short directly. the power out module is protected for over current, over voltage and over heat

    逆變器採用雙cpu結構，使用spi進行連接，主cpu完成輸入、輸出和spwm波形數據的計算，從cpu接收到spwm數據后使用查表方法輸出spwm波形，使用硬體電路生成死區時間防止橋臂直通，對輸出功率模塊進行了過流、短路、過壓、過熱保護。
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