端點連接 的英文怎麼說

中文拼音 [duāndiǎnliánjiē]
端點連接 英文
end-to-end joint
  • : Ⅰ名詞1 (東西的頭) end; extremity 2 (事情的開頭) beginning 3 (門類; 方面) item; point 4 (原...
  • : Ⅰ名詞1 (液體的小滴) drop (of liquid) 2 (細小的痕跡) spot; dot; speck 3 (漢字的筆畫「、」)...
  • : Ⅰ動詞1 (連接) link; join; connect 2 (連累) involve (in trouble); implicate 3 [方言] (縫) ...
  • : Ⅰ動詞1 (靠近;接觸) come into contact with; come close to 2 (連接; 使連接) connect; join; put ...
  • 端點 : extreme point; [數學] end point; extremity; terminal; end端點檢測器 end point detector; 端點控制 ...
  • 連接 : connect; fit together; link; marry; mate; joint; association trail; linkage; concatenate; concate...
  1. Finite - element analysis of end - plate connections in light weight steel structure with gabled frames

    門式剛架輕鋼結構承載性能的有限元分析
  2. Steel moment - resisting frames with welded beam - to - column connections were traditionally regarded as having excellent performance, and widely adopted in steel constructions, but this opinion changed after the 1994 northrige earthquake and the 1995 hyogoken - nanbu earthquake. these earthquakes also arouse engineers to resurvey the behavior of end - plate connections

    傳統觀認為,樑柱焊剛性具有較好的抗震性能,因此在工程中得到了廣泛地應用,但1994年的northrige地震和1995年的阪神地震改變了這種傳統觀,這兩次地震也引起了工程技術人員對的再審視。
  3. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框架節構造,設計了四種類型矩形鋼管混凝土柱與鋼梁,包括常規栓焊( wfp )節、翼緣全螺栓( bfp )節、雙t板( dst )節以及加勁( sep )節,進行了四類節8個模型試件在柱低周反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下節的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節滯回曲線有顯著影響,全部節都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓、雙t板與加勁都優于常規栓焊節,可在實際工程中加以推廣。
  4. Nonlinear finite element analysis of beam - column end - plate joints

    樑柱的非線性有限元分析
  5. Exploration on the design method of bolted end - plate connection

    對鋼結構設計方法的探析
  6. Test on extended end - plate with end - plate stiffer beam - to - column connection

    板加勁肋的外伸的樑柱節試驗
  7. For the high tensile bolt connection between girders and carriages of double girder overhead traveling crane with electric hoist, this paper analyzes the forces exerted on the bolts and gives their strength check procedures

    摘要介紹了葫蘆雙梁主梁與的高強度螺栓的校核過程,通過分析高強度螺栓的受力特,建立校核模式,總結校核步驟及方法。
  8. End board thickness to beam column board end node connection rigidity influence research

    板厚度對樑柱板剛度的影響研究
  9. Developers and service providers can verify endpoint connectivity for audio and video calls

    開發人員和服務供應商可以驗證音頻和視頻呼叫的端點連接性。
  10. It connects to the local report server windows service through a remote procedure call endpoint

    它通過遠程過程調用( rpc )端點連接到本地報表服務器windows服務。
  11. To connect to an instance of sql server using transact - sql endpoints, users must have connect permission to an endpoint and global permission on sql server to log in

    若要使用transact - sql端點連接到sql server實例,用戶必須具有對的connect權限和對sql server的全局權限才能登錄。
  12. After you have created the endpoints that are required for your deployment, secure them by setting endpoint connection permissions by using transact - sql statements, such as grant connect and alter on endpoint

    創建部署所需的之後,通過使用transact - sql語句(如grant connect和alter on endpoint )設置端點連接權限來保護它們。
  13. Three kinds of bolted extended end - plate connections are tested. a series of parameters representing connections behavior are investigated and compared between the three types of connections. 2

    進行了三種螺栓的足尺試驗,分析比較了它們的承載力、塑性變形能力等; 2
  14. Results of the experiment shows that end - plate connections have excellent hysteretic behaviors, and the determination factors, which have crucial influence on the behavior, are end - plate thickness, column web thickness, and the rib stiffeners

    試驗結果表明具有良好的滯回性能,板厚度、節域柱腹板厚度以及加勁肋構造是影響性能的主要因素。
  15. It is well known that end - plate connections have definite flexibility, which can increase damp, prolong period, and decease swing of structure. so it can reduce the damage, and is one of the best choices for resisting earthquake

    是一種具有一定柔性的形式,當框架結構採用這種節時,可以增加結構的阻尼,延長結構自振周期,減小震幅,從而降低震害,是抗震的理想選擇之一。
  16. The method of predicting the ultimate strength of end - plate connections given in this thesis can be referred by designers

    本文給出的板強度計算方法對于鋼結構的設計有一定的參考價值。
  17. The end - plate bolted connections are most calculated and designed as rigid connections in traditional designing, which leads to the significant difference between the calculation result and the real stressed state

    摘要傳統鋼結構設計中將高強螺栓作為剛性節,而實際情況下這種形式與計算結果有差異。
  18. Ideally, enterprises need their vpns to be cost - effective and to emulate the kinds of connections they ' ve become accustomed to, including support for pre - allocated bandwidth, transparent point - to - point connections, end - to - end security, and maximum up time

    理想的情況是,企業需要的vpn是低成本的、能模擬他所熟悉的各種,其中包括預分配的帶寬、透明的的安全以及最大的不停機工作時間等。
  19. But several earthquake has proved than it is of poor ductility and is brittle destroyed easily. but semi - rigid connections, which is formed by high strength bolts and connecting components, for example angle, end - plate and shape t steel, have an excellent energy dissipating mechanism to resist earthquake loads and prove more capacity for yielding and ductility

    而主要通過高強螺栓與件(角鋼、板以及t型鋼等)把梁與柱起來的半剛性節具有較強的耗能能力去抵抗一部分地震荷載,它能提供更多的屈服容量和延性容量,同時可節省節的用鋼量,這使得半剛性成為一種既經濟又可靠的方式。
  20. This is a potentiometer connected across the filament whose wiper arm connects to the dc return of the system

    電位器跨在燈絲兩,而其可變到系統的直流回歸(也就是地- - -譯者注) 。
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