節點支承 的英文怎麼說

中文拼音 [jiédiǎnzhīchéng]
節點支承 英文
nodal support
  • 節 : 節構詞成分。
  • 點 : 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「、」）...
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  • 節點 : [電學] panel point; hybrid; packing; node; nodal points; joint of framework; pitch point; point pitch
  1. Wait for section column, the node that base end receives firmly designs, bears larger carrier curved rules, suits the buil - ding that has crane

    等截面柱，底端固接的節點設計，承受更大的支座彎矩，適合有吊車的建築物。
  2. Prestressed cable truss has some characters of transparency, safety, simplicity, dexterity, and beauty. due to these peculiarities there is a splendid prospect when the structure is used in the glass curtain. therefore, it is becoming warm and important problems to study its structural components and behaviors

    預應力索桁支承體系具有通透、安全、靈活、工藝感強以及環保節能等諸多特點，決定了該體系在點式玻璃幕墻中具有廣闊的應用前景，因此，對其受力性能進行研究，日益成為結構工程學科研究的重要方向和熱點問題。
  3. Under the high recognition and strong support of ccp changsha municipal committee and changsha municipal government, this festival will follow the pragmatic and efficient principles, create a high level, high standard and high quality atmosphere for the international cartoon industry summit, build up a capacious platform for propaganda, exhibition, intercommunication, cooperation and upgrading of domestic and oversea enterprises, and provide an uncommon chance for domestic cartoon enthusiasts to have a hand - in - glove contact with first - class masters

    本次節會在長沙市委、市政府的高度重視和大力支持下，將秉承務實高效的工作原則，高起點、高規格、高質量地營造國際卡通產業峰會氛圍，為國內外卡通企業建立宣傳、展示、交流、合作、提升的廣闊平臺，為國內卡通動漫愛好者提供與頂級大師親密接觸的契機。
  4. When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved

    分析斜支承連續曲線箱梁橋時，採用考慮翹曲作用的曲線格子梁分析方法，應用矩陣位移法對具有約束支承形式的斜支承連續曲線薄壁箱梁橋進行分析，考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的方向一致，引入支座節點坐標矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計算單元剛度矩陣和單元節點力，然後按照矩陣位移法組集總剛並建立結構剛度方程，根據結構剛度方程即可求解未知的節點位移及桿端力，推導出任意截面處的內力計算公式。
  5. Based upon the experimental research and nonlinear finite element calculation, and the analysis of joint failure modes, a set of formula was proposed to predict the ultimate bearing capacity of cfrst joints : 1 ) the ultimate bearing capacity of t -, y -, x - compression joints and k - compression branch joints can be predicted according to the failure model of transverse local compression

    基於試驗研究和非線性有限元數值計算，通過對矩形鋼管混凝土桁架節點各種可能破壞模式的分析，提出了矩形鋼管混凝土桁架節點承載力計算的破壞模式和相應計算公式： t 、 y 、 x型受壓節點和k型受壓支管節點承載力按橫向局部承壓破壞模式進行計算。
  6. When planning to consolidate multiple stand - alone servers to sql server failover cluster instances, we recommend, as part of the planning process, that you verify that the cluster node hardware configuration is sufficient to support the number of instances of sql server to be hosted

    計劃將多個獨立服務器合併到在故障轉移群集上的虛擬sql server實例時，我們建議在計劃進程中，確保群集節點硬體配置足以支持要承載的sql server實例數。
  7. Second, improving the original design, include building the inheritance system for applicaion sheets, making strategy for a new flow node, and supporting the various database connections. we implemente the tasks by using three design patterns, they are abstract factory pattern, strategy pattern and template method pattern

    第二，改進設計，主要是建立申請單的繼承體系，為新建審批節點制定策略和支持連接到不同的數據庫。這是通過三個設計模式來實現的，分別是抽象工廠模式，策略模式和模板方法模式。
  8. Analysis of nonlinear finite - element for ultimate strength of 81 overlap tubular k - joints with ansys program is carried out in this dissertation. the influence of nondimensional joints parameters, and ov on failure mode and ultimate strength of overlap tubular k - joints is studied. simultaneously, 27 tubular gap k - joints are analyzed for comparative purposes

    分析時考慮了四個無量綱參數，即支管直徑與主管的直徑之比；主管的直徑與壁厚之比；支管壁厚與主管壁厚之比以及支管搭接率o _ v對搭接節點破壞模式和極限承載力的影響。
  9. Study on construction and joint treatment for temporary vertical supporting system in top - down construction method

    逆作法豎向臨時支承體系的施工及節點處理的研究
  10. This paper study the supporting system structural behavior node form and construction process of glass roof for promoting the research and application of it

    本文重點對採光頂的支承結構體系、支承結構的受力性能、採光頂中節點形式及施工過程進行研究，以期推動玻璃採光頂的理論研究與工程應用。
  11. 4 ) the ultimate bending capacity of cfrst joints can be considered as branch tube flange effective width failure mode

    對于矩形鋼管混凝土桁架受彎節點承載力可按支管受拉翼緣有效寬度破壞模式計算。
  12. Aimed at the rotor bearing system of 300 mw steam turbogenerator set and on the basis of establishing its concentrated general model with 8 supportings and 9 nodes, a study was carried out on the bending vibration response of the most left end surface of shafting and of the right end face of generator

    摘要針對300mw汽輪機組轉子軸承系統，在建立其8支承9節點集總模型的基礎上，對軸系最左端面和發電機右端面的彎曲振動響應進行研究。
  13. The second part discuss about credit card " function and law character, analyse credit card " contract and credit card " s assure, report the loss of credit card and overdraft of credit card, credit card consmmate etc. the writer want to illuminate the credit card law connection " essential by the investigation about credit card exchange ' s basic tache and privy c " relation ; the duty they ought to assume ; and introduce the law criterion inside and outside, probe into the measure that how to keep away credit card " risk

    通過對信用卡的功能、信用卡運作過程、信用卡交易的基本環節、涉及的當事人來闡明信用卡法律關系的實質，同時通過信用卡的案例來進一步分析信用卡合同中各當事人之間的權利義務關系以及應承擔的責任；以信用卡的擔保、透支和掛失為切入點，揭示與信用卡業務密切相關問題的法律性質、法律關系和各當事人所應當承擔的風險責任；介紹了國內外有關信用卡業務方面的法律規制，探討信用卡業務的風險防範措施。
  14. This paper introduced the composition and classification of suspendome, generalized the nonlinear finite element computing methods. analysis to suspend - dome and single layer reticulate is conducted separately to the five type suspendomes which have same span but different rise - span, including force, displacement, eigenvalue buckling, nonlinear buckling, load - displacemnt tracking and nonlinear ultimate carrying capacity, every performance of suspendome was expatiated in the paper

    通過對同一跨度、不同矢跨比的5種弦支穹頂結構和單層網殼進行的靜內力、節點位移、結構體系應變能、特徵值屈曲、非線性屈曲、非線性極限承載力、荷載-位移平衡路徑跟蹤分析和比較，闡述了弦支穹頂結構的各項性能，通過與單層網殼的比較，闡明了弦支穹頂結構的優越性。
  15. If the gap between two branch members is great, the joint is treated as t - or y - joint. or else, the minimum of the results obtained by the formula based upon steel tube flange shear failure mode and effective width failure mode is adapted for the tension branch joints

    給出了矩形鋼管混凝土k型節點的間隙判斷公式，間隙較大時按t 、 y型節點計算；間隙較小時受拉支管節點承載力按沖剪破壞和有效寬度破壞模式計算，取較小值。
  16. The full loading - displacement path had been traced, and the ultimate strength of the tubular joints had been determined. based on a series of numerical analysis of steel tubular t - joints, y - joints and k - joints of various geometric parameters, the effect of the various geometric parameters on ultimate strength had been investigated. the method of the reinforce joints had been offered

    針對不同幾何參數的t 、 y 、 k型方主管圓支管鋼管相貫節點進行系統的數值模擬試驗，分析各幾何參數對節點靜極限承載力的影響，得出節點靜承載力隨各幾何參數的變化規律以及節點的破壞形式，並給出了相應的節點加強方案。
  17. Because slts owns too many parts and complex supporting conditions, and invalidation of few parts or nodes does not have significant effect for structural bearing capacity, research orientation is transferred to structural support system in chapter 4 of the thesis. limited loading capacity and safety index of steel bracket of slts are calculated and analyzed for providing theoretic upper limit to safe operation of support system

    由於網架結構的桿件眾多，結構支撐條件復雜，少數桿件或節點的破壞對于結構的正常承載無顯著影響，本文在第四章將研究方向轉向網架結構的支撐體系，計算分析網架結構支撐鋼牛腿的極限承載能力和安全儲備，為支撐系統的正常工作提供一個理論上限。
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