支承框 的英文怎麼說

中文拼音 [zhīchéngkuàng]
支承框 英文
supporting fixture
  • 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...
  • 框 : 框名詞（框架; 框子） frame; case
  1. For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1, has its performance of mechanics that is close to cantilever deep beams, it is an important kind of components in architectural structure which sustains roof trusses, brackets, tray " beams, frame " beams, wall " beams and crane " beams

    剪跨比a h _ 0 1的短鋼筋混凝土牛腿，其受力性能接近於懸臂深梁，在建築結構中是支承屋架、屋面梁、托架、托架梁、框架梁、墻梁和吊車梁等的重要構件。
  2. The gimbal suspension is the low-friction mechanism by which the gimbal is carried within its supporting case.

    框架懸掛裝置是一個低摩擦力的機構，其框架懸掛在支承箱內。
  3. China has supported the agreed framework ; yet north korea has said that it considers that framework " nullified. " china is a state party to the nonproliferation treaty ; yet north korea - also a member - has clearly violated its npt commitments with its covert uranium enrichment effort

    中國支持《核框架協議》 ，但是北韓自稱這個協議已經「無效」 。中國是《不擴散條約》的簽字國，然而北韓它也是成員國暗中提煉濃縮鈾，顯然違反了對《不擴散條約》的承諾。
  4. Involuntarily, questions of these engineering datas " management appear, datas " persistance only depending relational model and rdbms is greatly insufficient, so this paper carefully studies object - relational mapping based on rdbms based on the analyse of home & overseas actualities, correlative theories and realizing methods of object - relational mapping, we find opl based on rdbms is the most suitable for object relatinoal mapping of clera. based on the engineering application analyse of opl in clera, function requirements, database modes, interface criterions and functions, running modes of opl have being detailedly described. with the framework of microsoft dna, a kind of realizing method of opl based on com / dcom / activex component technology has being brought forward, and this paper describes realizing keys from base tables " definition, object id and class hx class and inheritance of class, object storage, parallel control and affair, object query, object nesting, relations between objects, support of complex data types, right control of object and buffer management of object

    本文在分析對象?關系映射技術的國內外現狀、相關理論及實現方法的基礎上，研究發現基於rdbms的opl是目前最適合clera的對象?關系映射方法；在clera的opl應用分析的基礎上，詳細描述了opl的功能要求、數據庫模式、介面規范與功能、運行方式等內容；結合microsoftdna開發框架，提出了一種基於com dcom activex組件技術的opl實現思路，並從基本表定義、對象標識與類標識、類與類繼承、對象存儲、並發控制與事務、對象查詢、對象嵌套、對象間聯系、復雜數據類型的支持、對象級權限控制及對象緩沖管理等幾方面概述了實現要點。
  5. According to these, applying the virtual work theory, this paper analyzed the influence of active beam link on the terminal carrying capacity, stiffness and ductibility of three types of ebsf

    接著在此基礎上應用虛功原理，分別研究了耗能梁段長度對d型、 k型和v型三種偏心支撐框架的極限承載力、剛度以及延性的影響。
  6. Similarly, according to the deformation mechanism of ebsf and the virtual work theory, the influence of three different active beam links on the terminal carrying capacity, stiffness and ductibility of ebsf is deducted

    同樣，根據偏心支撐框架的幾何變形機制，應用虛功原理，重點推導並分析比較了分別採用d型、 k型或者v型支撐時對結構的極限承載力、彈性剛度以及延性的不同影響。
  7. Except from the above achievements, the paper adopts two kinds of computational methods to analysis and compare, one is the spatial fem, the other is the cross direction supporting frame method. the results are present which the spatial fem can relatively accurately reflect stress of the practical structure, and which in spite of being convenient, the cross direction supporting frame method can lead to error while determining dimension of the cross bending str ess

    另外，還針對該橋箱室較寬的特點，分別採用空間有限元模型和橫向支承框架法兩種計算方法對橫向彎曲問題進行了分析研究。結果表明：空間有限元模型能夠較準確地反映出實際結構截面的受力特點，計算所得的結果基本符合實際情況。
  8. This paper discusses the design technology of the navigation platform frame bearing, sets up the corresponding optimization mathematical model and adopts algorithm of the multi - target optimization to optimize structural parameters of the navigation platform bearing

    本論文以國家某重點工程全監控慣導平臺框架支承軸承為研究對象，探討了導航平臺框架軸承的設計技術，建立了相應設計優化數學模型，並採用多目標優化技術對軸承進行了優化設計。
  9. In this paper, a new type of slim beams with steel sections encased in a prorietary sp slab were investigated experimentally and theoretically, including a simply - supported beam, a framed beam and a cantilever beam

    摘要對一種新型組合梁鋼混凝土組合扁梁的承載力性能進行了試驗研究，共完成3根不同形式的構件：簡支組合扁梁、框架組合扁梁和懸臂組合扁梁。
  10. Through the comparative text of the four reinforced concrete frames braced with the eccentric steel, which have the same shapes, materials, dimension and the different brace form, several parameters of these frame behavior, such as side stiffness, limit load and energy consume ability, were studied. the limit state of these frames were analyzed

    本文通過對四榀具有同一外形尺寸及配筋而具有不同型式的偏心角鋼支撐的鋼筋砼框架和一榀相同尺寸及配筋的鋼筋砼框架的對比性試驗，研究了上述結構的抗側剛度、極限承載力及結構的耗能等各項指標，探討了偏心角鋼支撐鋼筋砼框架結構的受力特點，並對其極限狀態進行了理論上的分析。
  11. Based on the results, the eccentrically braced frame has the advantage of higher initial stiffness, load - bearing and energy consume ability. through the limit state analysis principle, the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment. comparing the theory limit load with the measured, a good agreement was founded. it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel

    應用極限分析中的極值原理對偏心角鋼支撐鋼筋砼框架進行極限分析時，首先擬定與試驗結果相一致的結構倒塌破壞模式，然後根據虛功原理建立了結構在極限狀態時極限承載力的計算公式，從所求的權限荷載的理論值與實測值的比較來看，理論計算值與試驗的實測值基本吻合，這說明利用本文擬定的結構破壞模式對偏心角鋼支撐框架結構進行極限分析是一條可行的途徑。
  12. Then calculate the member individually, including the calculation of load - behavior capacity, the calculation of high strong bolt with the method of connection with beam, the design method of stiffening rib, etc. the text educed the above - mentioned formula theoretically. 5. linking with windmill flat engineering example in the third youth flat engineering of yi zhuang development area, beijing, it and steel frame constitute the steel frame ? steel shear wall with slit system respectively are analyzed the whole structure by ansys and satwe

    既利用剛度等效的原則，把其轉換為工程計算軟體可以計算的支撐體系，然後對構件進行單獨計算，包括承載力的計算、和梁接合方法? ?高強螺栓的計算、加強肋的設計方法等內容； 5 、帶縫鋼板剪力墻與鋼框架形成鋼框架? ?帶縫鋼板剪力墻結構體系，結合北京亦莊經濟開發區青年公寓三期工程中的風車公寓工程實例，分別採用ansys和satwe進行了結構整體分析，兩者的計算結果相吻合。
  13. The results show that, compared with rectangular steel tubular frame, crft frame have higher lateral stiffness, bearing capacity and better behavior of ductility ; crft braced frame has high lateral stiffness and bearing capacity, it ' s load bearing capacity does n ' t have remarkable drop after bucking of brace, which indicates its good behavior of ductility

    研究結果表明：與方鋼管框架相比，方鋼管砼框架具有更高的剛度、延性和承載力；方鋼管砼支撐框架剛度大、承載力高，在支撐壓曲后，承載能力沒有大幅度的降低，具有良好的延性。
  14. Non - frame glass fixing structure is that no frame surrounded the edge of glass or the edge of glass is not wedged into the frame groove

    無框架安裝結構是指玻璃的周邊任何一邊無框架支承或玻璃邊部沒有被框架槽口包住封閉。
  15. The frame fixing structure is that frame supports around the glass, and all glass edges are wedged into the frame that supports adequately the intensity and rigidity

    有框架安裝結構是指玻璃的周邊都有框架支承，並且要求玻璃邊部全部被框架口包住封閉，同時框架具有足夠的承載強度和剛度。
  16. Finally, based on the principle of interaction between soil and structure, the program for tall frame and pile interactive analysis has been coded in c + + builder. this program aided by tat, considering the change of beam height, analyzes a tall frame on two different pile foundations

    針對分別支承在兩種不同型式的樁基上時的某高層框架結構，利用所編程序結合tat軟體對空間框架進行了內力計算，並對梁高等因素進行調整，分析其對共同作用的影響。
  17. For three - short - pier shear wall under vertical loads, the results remain the same, and transfer beam at this moment will work with the middle pier, constituting a t - shape beam to sustain the moment and axial tensions together. 4. under the horizontal loads, the inner stress distribution in the frame supported short - pier shear wall shows similarities with that of the short - pier shear wall underneath the fastened supports

    4 、水平荷載作用下，框支短肢剪力墻墻肢內的應力分佈形式接近於下部固支的短肢剪力墻的應力分佈;轉換梁承受上部墻肢傳遞的拉力、剪力和彎矩，當短肢剪力墻墻肢數量較多時，轉換樑上、下邊緣拉、壓應力交替出現，剪應力的最大值處于洞口下方的轉換梁體內。
  18. The large - framed machine foundation is commonly used in supporting the steam turbine - generator set in power stations, and the vibration of the foundation is the key element of the whole foundation design

    大型框架式動力機器基礎是發電廠支承汽輪發電機組的常用型式，而基礎的振動問題則是整個基礎設計的關鍵。
  19. On the assumption that the framed tower can be represented by multi - segment cantilever carrying a spring support, a mathematical expression to determine the natural frequencies of a framed tower is obtained by using the equation of the transverse vibration for the analytical model of elastic continuous body and the method of numerical solution

    摘要框架和塔連接后可簡化為一個彈性支承的系統，利用彈性連續體分析法求解振動方程，推導出了計算框架塔自振頻率的理論公式。
  20. In high seismic regions, eccentrically braced frames are quite popular, they have good ductility and can sustain to severe cyclic loads, and they are used widely in seismic design

    在強震區，偏心支撐框架是一種非常合適的結構形式，它具有良好的延性可以承受劇烈的循環荷載作用，在抗震結構中已得到了廣泛的應用。
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