梁模 的英文怎麼說

中文拼音 [liángmó]
梁模 英文
liang mo
  • 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...
  • 模 : 模名詞1. （模子） mould; pattern; matrix 2. （姓氏） a surname
  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. We model the piezoelectric bimorph and get the displacement - voltage relationship and force - strain relationship theoretically

    建立了壓電雙晶片的復合梁模型，並對它的微位移電壓特性、夾持力應變特性進行了數學分析。
  3. 5 ) processing the active vibration control examination of piezoelectricity material cantilever beam model part with the pid control and the lqg control

    5 ）分別採用pid控制和lqg控制進行了壓電貼片懸臂梁模型振動主動控制試驗。
  4. And gave priority to the eular - bernonulli beam model, the simply and convenient analytical resolution for the response of the pipelines under dynamical traffic loads through the impulse function and the congruence method of the vibration form and so on. during the analysis of the chanmical results of the pipelines, the randomicity of the output of the pipelines response was taken into accout. so the stochastic process method was applied to describe the probability characters of the pipelines response, which made the results truer, more veracious

    本文採用eular - bernonulli梁模型和tomosimko梁模型對動力下kelvin粘彈性地基中管道固有振動性狀進行了分析，提出了各力學結果描述的解析式；並以eular - bernonulli梁模型為主，基於脈沖函數、振型迭加法等對管道在動力交通荷載作用下的管道響應問題提出簡單便捷的解析演算法；在管道受力結果的分析中，考慮管道響應輸出的隨機性，將管道響應用隨機過程來描述其概率特徵，使得結果描述更加真實準確。
  5. Due to the complexity of the behavior of pile capping beam widely used in the construction, the inverted continuous beam method is usually adopted in design methods to simplify the computation

    條形樁基承臺梁在我國現代建築工程中應用極為普遍，其設計計算大多採用倒置的連續梁模式進行簡化計算。
  6. The behavior of capping beam that joints single rank of piles, which nowadays is widely applied to the construction in china, is complexly influenced by many factors. while conversed continuum beam pattern is primarily adopted in existent design methods to predigest computations, it still lacks of satisfaction as a result that it could n ' t reflect on the variance of piles and the infection of soil

    條形樁基連續承臺梁在我國現代建築工程中應用極為廣泛，其受力影響因素極為復雜，現行設計大多採用倒置的連續梁模式進行簡化計算，其無法考慮基樁的差異性以及地基土體對承臺梁的影響，計算結果難以令人滿意。
  7. In common design, the calculation of suspender inner force uses the model of beam with simply supported ends, because of all kinds of restraint

    由於各種條件的限制，在通常的設計計算中，利用橋面簡支梁模型計算吊索（桿）內力。
  8. The parameterized flexible - body dynamics model was established by adopting the discrete beam model to simulate the flexibility of robot and by bushing model to simulate the flexibility of robots joint

    來用離散梁模型來模擬機器人的柔性，軸套模型來模擬機器人關節的柔性，建立了參數化的柔體動力學模型。
  9. The maximal load - carrying capability of the arch support is calculated by adopting mechanical model of curved beam based on its force analysis, and relationship between bearing capacity coefficient of small curvature arch support and radius and span of curved beam is gained based on supporting capacity comparison of curved beam and straight beam

    採用曲梁模型進行了支架系統的受力分析，得到其最大承載能力；通過與直梁支架承載能力相比較，得到了小曲率拱型支架承載能力系數與曲梁跨度和半徑的影響關系。
  10. If corresponding information of cad drawing is linked to external database and electric intellectual files of users is constructed, we can make use of the bridge ( model block or programmes ) between autocad and database to display and control change of drawing and database flexibly, correctly, dynamically and comcidentally

    如果將cad圖中的有關信息鏈接到外部數據庫中並建立用戶電子智能文檔，就可以利用autocad與數據庫之間的橋梁（模塊或程序）來靈活、準確、動態而一致地顯示及控制圖形和數據庫的變化。
  11. Firstly, for the system of moulding board and support frame in construction the side pressure and screws are analyzed. the material and structure form of support frame are discussed. the design of support frame uses the method of limited state, and also it analyses the integer stability, part stability, and single stability, and then proposes the load analysis of multi - level support frame

    首先，針對轉換層梁模體系及支撐架施工，重點分析了轉換層結構現澆混凝土對模板側壓力值及模板對拉螺桿的計算；討論了轉換層支撐體系的形式及構造，詳細論述了基於極限狀態設計的支撐架計算方法，包括縱橫向水平桿的強度驗算、立桿的整體穩定性、局部穩定性、單肢桿件穩定性等驗算，並提出了多層支撐架的施工荷載計算方法。
  12. A method of modal parameter identification for large bridges

    大型橋梁模態參數識別的一種方法
  13. As the basis of stochastic torsional analysis, a stepped thin - walled beam model with complex cross - sections of arbitrary shapes ( open, closed or mixed ) is established in this paper, which takes into account the effect of secondary shear flow resulting from warping restraint

    摘要具有復雜斷面形狀的階梯精密梁模型作為扭轉隨機分析的基礎，可以計及翹曲約束引起的二次剪流。
  14. In the paper, a bp networks is founded to show the relationship of the box girder dimensions and load ' s peculiarity with the parameters of fitting

    本文利用bp網路來建立擬合參數與箱梁模型幾何尺寸、載荷特性等之間的非線性映射關系，通過網路的自學習功能得到穩定的網路。
  15. In view of the defects of the available bridge girder models ， this paper proposes a new double - girder model adapted to composite bridge sections for the dynamic analysis of long - span cable - stayed bridges in the proposed model ， the equivalence of the stiffness and mass systems of the bridge girders can be satisfied and the nodes and elements can be maintained in lower numbers the dynamic behavior of a cable - stayed bridge is analyzed by the new double - girder model and the conventional triple - girder model respectively the numerical results show the accuracy and efficiency of the proposed model

    針對大跨度斜拉橋動力分析的現有橋面系模型的不足，提出了一種適用於疊合梁橋面系的新型雙主梁模型該模型既保證了橋面系剛度系統和質量系統的等效性，也使模型的節點數和單元數維持在一個較少的水平，提高了計算效率採用文中提出的雙主梁模型和傳統的三主梁模型對廣州鶴洞大橋進行了動力特性分析，結果顯示了本文模型的正確性和實用性
  16. Abstract : the general testing scheme of large - scale bridge model including static test, dynamic test and pseudo dynamic test are presented briefly in this paper

    文摘:主要概述大型橋梁模型試驗的總體試驗方案，包括靜力試驗、動力特性試驗和擬動力試驗；介紹了試驗的實施情況。
  17. 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。
  18. 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。
  19. Second, the dynamic equations of a manipulator with flexible links and non - linear torsion springs are developed by using flexible rotor beam element

    接著，利用柔性轉子梁模型，推導出了具有柔性桿件和柔性非線性關節機器人的動力學方程。
  20. The present paper based on the mechanism of the vibration ' s production and transmission, simplifying the track system as elastic foundation beam model, and using a moving load which act on the beam to simulate the train, regarding four sorts of track system as research object, to evaluate the model of the vibration propagating of the track system under the moving load

    本文基於振動產生及傳播的機理，將軌道系統簡化為彈性地基梁模型，將運行的列車模擬成一個作用在樑上的移動荷載，以新干線、 tgv 、在來線以及國內的武漢輕軌等四種軌道系統為研究對象，對移動荷載作用下軌道系統的振動傳播模型進行了評價。
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