結構受力構件 的英文怎麼說

中文拼音 [jiēgòushòulìgòujiàn]
結構受力構件 英文
bearing carrier
  • 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...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 件 : Ⅰ量詞（用於個體事物） piece; article; item Ⅱ名詞1. （指可以一一計算的事物） 2. （文件） letter; correspondence; paper; document
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Intake tower, as a sort of waterpower engineering, have complicated figure structure, boundary conditions and load situation

    進水塔是一種體型結構、邊界條件和受力情況比較復雜的水工建築物。
  2. And. the test research on the restrained beams strengthened by epoxy - glued cfrp which is glued in term of different angle is presented. based on the test of shear strengthening by cfrp - bonded, qt. ality control standards of the design and construction is established

    作者對cfrp加固用材料性能、結構受力特徵進行了系統的論述，對按不同角度粘貼cfrp加固的約束梁進行了試驗研究，得到大量數據，並在試驗的基礎上，得出了有關的構造要求、錨固要求等設計施工質量控制條件。
  3. The confirmation also provides foundation to study superposed structure flexual member. 4 ) according to basic equations of strength of concrete, the study of concrete superposed flexural member at ultimate state emphasis on relationship between ultimate load and design parameters - am and ah. contrast with the test results and principles in code gb50010 - 2002, proposal and design method have been tabled

    4 ）根據混凝土力學的三個基本方程，針對混凝土疊合式受彎構件承載力極限狀態的受力性能進行分析，著重分析疊合式構件的極限承載力與疊合式構件的兩個設計參數（ _ m和_ h ）之間的關系，並參照已有的試驗結果對力學分析的結果進行了對比。
  4. 3. on boiler retrofit, the calculation of fuel burning, the heat calculation of boiler inside structure and convection section, and the design of structure parameter of feed water heat exchanger are made. the flue gas channels " resistance calculation and the boiler strength verifying are also carried out. replacement of water cooling wall improves heat exchanging and decreases loss of heat radiant

    對鍋爐本體進行了燃料燃燒計算、爐膛結構熱力計算、對流受熱面結構熱力計算、鍋爐給水加熱器結構參數設計、煙道阻力計算及鍋爐元件強度校核等；改進了水冷壁布置使換熱效果更好，減少輻射換熱損失；改進對流段結構，更充分的利用爐膛出口煙氣余熱，提高熱效率；並且進行了煙氣阻力計算、熱效率計算和能量平衡測試，對改進后的稠油燃料和改進前進行了對比，燃燒狀況和熱效率有明顯改善。
  5. ( 2 ) the paper uses two methods to analyse the falsework structure and then get the basic data to guide the construction and installation of the falsework in sliding construction. these data play an important role in practice

    （ 2 ）基於扣件式鋼管腳手架設計規范、鋼框架格構柱兩種方法對胎架結構受力進行分析，進而得出能指導滑移施工中胎架的構造及搭設的基本數據，其結果對工程實踐有重要的指導作用。
  6. Analysis the force on the falsework by comparison to three calculation methods, referring the designing standard steel tube scaffold of buckling element, lattice column of steel frame and the computer program of sap2000. the result provides strong guidance for practicing it

    基於扣件式鋼管腳手架設計規范、鋼框架格構柱及sap2000程序等三種方法對胎架結構受力進行分析、比較，其結果對工程實踐有重要的指導作用。
  7. By low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. lastly, based the data got from the test, this paper analyses and value the seismic behavior of every members

    在試驗基礎上，研究了軸心受壓構件的承載力計算和穩定問題；研究了低周反復水平加載條件下，彎剪構件和整體空心墻板的強度、變形、能量特性；軸壓構件的荷載特徵值；彎剪構件和整體空心墻板的滯回曲線、骨架曲線、延性等參數；從強度、變形和能耗等方面判別和鑒定各構件的抗震性能，對各個構件給出了試驗的結論、評價。
  8. The testing results indicate that this kind of members can worked well and resist the shear as the members reinforced with the common stirrup

    試驗結果表明，構件受力性能穩定，與普通箍筋一樣可以起到抗剪作用。
  9. In the second part, considering the depress of the stiffness of concrete caused by its transient thermal strain under fire, the current formulas can be conducted, and then the formulas to calculate the internal force and deformation of rc frame under fire can be conducted by structure mechanics

    （ 2 ）受火構件等效成常溫構件后，再對火災高溫下混凝土瞬態熱應變導致的軸向剛度降低進行修正，推導了受火樑柱的剛度降低修正計算公式，基於結構力學矩陣分析法推導了受火構件的溫度內力和變形計算公式。
  10. On the basis of establishing the model of the axial tensile members of the prestressed concrete filled steel tubular, two - step design method is used to explain the principle of work and the stability bearing capacity of the structure at the stage prestressing is analyzed ; 2

    本文主要進行了如下工作： 1在建立預應力鋼管混凝土軸心受拉構件模型的基礎上，用兩階段設計法闡述了其工作機理，並對結構在預應力施加階段的穩定承載力進行了理論分析； 2
  11. And the calculated results closely coincide with experimental results. furthermore, the paper, through applying the improved algorithm to the load - deflection curve and secondary load, also the calculated curves closely coincided with experimental results ( showed as chart 3. 17 - 3. 20 )

    本文還將改進的演算法運用於粘貼加固受彎構件的荷載?撓度曲線和二次受力問題的計算中，得出與試驗結果吻合較好的計算曲線（圖3 . 17 3 . 20 ） 。
  12. The middle wall of a double - linked - arch tunnel is the key component of the structure ; it also has a great influence on waterproof and drainage of the tunnel, so it is very important to select the proper from of the middle wall

    摘要雙連拱隧道的中墻是結構受力的關鍵構件，又對隧道防排水有較大影響，因此，合理選用中墻形式至關重要。
  13. These results demonstrate that the effect of improving the bearing load of structure is very good by strengthening the member of eccentricity compression under pre - stress. the ultimate bearing capacity of strengthened column is closely related to the eccentricity distance. in the condition of eliminating the lagging strain of angle iron, the magnitude of pre - stress putting on the angle iron has litter impact on the ultimate bearing capacity of structure

    偏心受力構件的有限元計算結果表明：預應力法加固偏心受力構件，其對結構承載力的提高效果顯著；加固柱的最大承載力與柱的偏心距有密切關系；在消除角鋼應變滯后的條件下，對角鋼施加預應力的大小對結構最終承載力無明顯影響。
  14. With the aid of the muskhelishvili ' s complex potentials theory, boundary conditions on the crack faces and the single value condition of displacement, the problem of a plate under compressive loading is turned into hilbert problem and the fundamental solution for cracks with different surface forms under concentrated pseudo - tractions are given

    根據muskhelishvili的復勢理論，結合裂面邊界條件和位移單值條件，將受壓構件的裂紋問題轉化為對應的hilbert問題，並分別給出了在偽集中力作用下，不同裂面形態的基本解。
  15. This paper makes analysis of the ultimate flexural capacity of the rc structure member strengthened by cfrp

    本文對外貼碳纖維布加固混凝土結構受彎構件正截面承載力進行了分析。
  16. With the development of high - rise building, the normal strength concrete and high - strength concrete are applied more and more extensively. it is necessary to study much more behaviors of combined - force member under gone bend, axial press, shear and torsion

    普通混凝土及高強混凝土隨著高層建築的發展得到廣泛的應用，有必要對普通混凝土和高強混凝土承受彎壓剪扭復合受力構件的結構性能做進一步研究。
  17. The affection of boundary conditions to the structure ' s stresses in the cable - girder anchorage zone of steel cable - stayed bridges

    斜拉橋索梁錨固區邊界條件對結構受力的影響
  18. It also discusses how to select the reasonable pier stiffness and foundation stiffness under the condition of the same longitudinal stiffness, so as to guarantee the structural design to be rational and economical

    探討在相同剛度的條件下，如何合理選擇墩柱剛度及基礎剛度，以保證結構受力合理且經濟性好。
  19. It considers the subordinate elements as an important part of the master, utilizes sufficiently the re - sheer ability of profiled sheet in the plane. it is not only reflecting the working of structure but also obtain economic benefit. in the passed 20 years, the studies of the stressed skin diaphragm system has obtained much progeny, but its " practical application is very limited

    它把按常規設計的次要受力構件變成主要受力構件的一部分，能充分利用圍護結構在其自身平面的抗剪性能，使圍護結構同時也成為受力結構的重要組成部分，參與整個結構體系的工作，增加結構的整體剛度，不僅能真實反映結構的實際工作性能，還能獲得相當的經濟效益。
  20. The combination of the correlative technologies of the third condition and the result data produced by the other tow conditions composes the basic framework of structure stress simulation. 2

    前兩者所產生的數據和第三個條件中的相關技術結合在一起便構成了一個較為完整的結構受力計算機模擬的框架。
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