次梁 的英文怎麼說

中文拼音 [cìliáng]
次梁 英文
secondary beam
  • 次 : Ⅰ名詞1 （次序; 等第） order; sequence 2 [書面語] （出外遠行時停留的處所） stopping place on a jou...
  • 梁 : 名詞1 （屋架中架在柱子上的長木） beam 2 （通常也指檁） purlin 3 （橋） bridge4 （物體中間條狀隆起...
  1. To study the flexural behavior, ultimate bearing state and laws of internal force redistribution of prestressed concrete continuous beams cast by different construction methods, the model tests for three pieces of the continuous beams were carride out, in which three kinds of the construction methods, such as those of lowering formwork supports at one time, transferring simply - supported structure into the continuous one and casting the beam by cantilever construction, were considered

    摘要為研究不同施工方法下預應力混凝土連續梁的彎曲性能、極限受力狀態及內力重分佈規律，進行了3根連續梁模型試驗，分別考慮一次落架、簡支變連續和懸臂施工3種施工方法。
  2. Sxm11p straight line beveling machine is the latest develop new style of beveling machine from suntech. it specialty adopt beveling wheel, it can whole progress and can lifting intergrally, it compare to traditional front beam or back beam s lifting, it have more pithiness structure. more better stability, higher grinding precision s characteristic. at present this technique was apply country patent. this machine have high automatizationg, set the grinding paramenter into the interface of the human - machine, the machine can automatic to adjust, realize the glass fine grinding, polishing can be automatic processing in one time

    Sxm11p直線斜邊機是億海公司最新開發研製的新型直線斜邊機，它的特點是採用了斜邊磨頭，即可整體進給，又可整體升降的新技術，與傳統的前梁或後梁升降技術相比，具有結構更簡單，穩定性更好，磨削精度更高的特點，目前該技術已申請國家專利，該機自動化程度高，只要在人機界面上設定有關的磨削參數，機器便可自動進行調整，實現對玻璃精磨拋光等的一次性自動加工。
  3. Abstract : the paper probed the analysis on the adding mode of perpendicular load in multistorey building structures, the bending moment of frame side beams and the top, the bending moment of secondary beams, the difference between the tie - beam, plane - frame analysis and the space analysis on the path of conduct force, ect. it can be used as a reference when probing these problems

    文摘:討論了在多項高層建築結構分析中垂直荷載加載模式的選擇，框架邊梁和次梁端部的彎矩計算，連梁問題和平面框架分析與空間分析在傳力路徑上的差別以及單片剪力墻平面外彎矩等問題，可供同類結構內力分析時參考
  4. Some effective measures were presented to solve bigger prestress loss of mid span in overlong frame and it is suggested that prestressed reinforcement with curve linetype should be adopted in slabs if possible

    在次梁與板中為有效利用無粘結預應力筋，建議在板厚許可的情況下盡量採用曲線形預應力筋。
  5. The standard solution is employed to solve the wind - induced dynamic problems on long span roofs, which is categorized as beams supporting type and structurally integrated type according to their dynamic properties

    在大跨度屋蓋結構中應用標準解法時，分主次梁體系屋蓋和空間整體體系屋蓋進行討論。
  6. The conclusion that the torsion of main - beam can improve the earthquake resistant behaviors of the beam - to - column joints can be reached from the results of the test and other people ' s studies

    4 .現行設計規范中關于框架樑柱節點的構造措施和要求，仍適用於該結構體系的過柱次梁?邊梁?柱節點
  7. Shear strength at primary and secondary beam nodes of preformed holes of composite frame structure

    迭合框架結構預留洞口主次梁節點的抗剪性能
  8. By the experimental formulation, the one - dimension model is put up. the result is compared with the two - dimension modulus, satisfied results has got

    利用傳統的經驗公式，建立了高架橋體系的一次梁模型，計算結果與二次梁模型進行對比，在速度較低情況下，吻合效果良好。
  9. From the test and study the following conclusions are reached 1. the behaviors under seismic horizontal force are very different between the hypo - beams through joint and not

    通過本試驗，得出以下主要結論： 1 、在地震水平荷載的作用下，過柱次梁和非過柱次梁的受力特性大為不同。
  10. If the ordinary top longitudinal steel bars of the passed - joint hypo - beam yield, the yield will penetrate into the joint area and the slip of bar anchorage is much worse than the ordinary frame joint

    但是同時，當柱上沒有過柱次梁時，則會產生另類的破壞形式，例如本試驗中的試件二的中節點的破壞。
  11. For the track - viaduct - ground system, we use double - beam model to calculate its dynamic response under moving load, and analyze the transmission of the vibration in the system

    對于軌道一高架橋一地基系統，本文採用二次梁計算模型來計算它在移動荷載作用下的動力響應，分析了振動在系統中的產生與傳播過程。
  12. In this paper, by means of reversed cyclic loading tests on the specimens of long - span floor beams system, it analyzes the behavior of long - span floor beams system during the tests

    本文通過兩榀大跨度預應力次梁樓蓋結構體系組合構件的反復水平加載試驗，分析研究了大跨度預應力次梁樓蓋結構體系的受力特性。
  13. 3 the interaction of the rail system " s component is discussed furthermore. the two - dimension model is put up. the result is compared with euler beam modulus, satisfied results has got

    3進一步分析了軌道系統中車輪?軌道?枕木之間的相互作用，提出了軌道系統的二次梁模型，結果與euler梁模型進行了對比，得到了良好的效果。
  14. The paper calculates and verifies the reinforced in cfrp for the main and second beam of frame construction through the actual example, anti introduces the construction proceeding and the construction craft of reinforce in cfrp

    摘要通過實例對框架結構主、次梁採取粘碳纖維加固進行了結構計算驗證，並對碳纖維加固施工工藝和施工要點進行了介紹。
  15. Through the analysis of the two test results of the space model specimens of the long - span pre - stressed concrete hypo - beam floor system, the thesis discuss the seismic resistant behaviors of the structure system under horizontal force

    本文通過對兩榀大跨度預應力次梁樓蓋的空間模型試件的試驗研究，探討了該結構體系在地震水平力作用下的抗震性能。
  16. The one - way slab, two - way slabs, principal and subordinate - beam structure, non - beam structure and the grid - beam structure are putting into use in the reinforced concrete slab

    鋼筋混凝土樓（屋）蓋結構大都採用單向板、雙向板、主次梁結構、無梁樓板以及井字梁結構等。
  17. Taking into consideration, the hardening of material nonlinear, generic nonlinear, unprotected second beams as well as pin for beams and column, this paper makes finite element analysis of thermo - mechanical couple behavior for steel structure resistance fire

    摘要對鋼結構火災下的熱機耦合響應進行了非線性有限元分析，考慮了幾何非線性和材料非線性，對次梁採用了不做防火保護以及梁和柱的節點用鉸接的方法來進行計算。
  18. Compounding stiffness is introduced for analyzing the characteristics of moment redistribution in the long - span floor beams structure subjected to lateral loading. it is shown from the testing result that the specimen can be analyzed by elastic theory before cracking. the development of cracking in the spandrel beams and the floor beams ( including floor ) causing the compounding stiffness and the bending stiffness of floor beams through the column to change distinctly, correspondingly moment - torque redistribution occurs

    由於過柱子次梁、邊主梁的開裂以及樑上次梁（包括樓板）的開裂，使得過柱子次梁的抗彎剛度和邊主梁樑上次梁板組合剛度發生了明顯的變化，導致產生彎扭重分配，一般情況下，組合剛度與過柱子次梁抗彎剛度的比值增大，邊主梁所受扭矩增加，反之，邊主梁所受扭矩減小。
  19. From the point of the behavior of spandrel beam in the course of test, there are four clearly stages based on the three characteristic points : bending cracking of floor beams through the column, diagonal cracking of spandrel beams and / or bending cracking of floor beams above the spandrel beams ( including floor ) and bending yield of floor beams through the column. in the last stage, the torque of spandrel beams seems more like an equilibrium torque than a compatibility torque. the law of

    從邊主梁的受力看，以過柱子次梁的彎曲開裂、邊主梁的扭剪開裂以及樑上次梁（包括樓板）的彎曲開裂和過柱子次梁的彎曲屈服為受力特徵點劃分為四個受力階段，其中邊主梁在過柱子次梁的彎曲屈服后的受扭則更多地具有平衡扭轉的性質，而在這以前是協調扭轉。
  20. ( 6 ) the validity of control methods of crack has been verified by using engineering instances. on the basis of the researches mentioned above, some crucial conclusions are acquired as follows : ( 1 ) during construction, the cracks in beams and girders were caused by the drop of temperature and by the difference in the inside and outside temperature. the crack in slab was caused by shrinkage due to the loss of water

    通過上述研究工作得出了一些重要的成果： （ 1 ）在施工階段，大面積現澆樓蓋結構主次梁的裂縫由溫度降幅和內外溫差引起，板的裂縫主要由失水收縮引起； （ 2 ）在施工期，由水化熱引起的應力主要分佈在主次梁中，板中應力較小。
分享友人
分享到 Line

分享到臉書