wind-cable 中文意思是什麼

wind-cable 解釋
風纜
  • wind : n 1 風；大風，暴風；氣流；【機械工程】壓縮空氣。2 【航海】上風；風向；〈古語〉〈pl 〉方向。3 氣息...
  • cable : n 凱布爾〈姓氏〉。n 1 【造船】錨鏈，錨索，（周長10英寸以上的）左捻三根三股索；粗索，巨纜；鋼絲繩...
  1. Wind tunnel studies on the behaviour of aeroelastic twin cable model

    串列雙索氣彈模型的風洞試驗研究
  2. Chapter 4 time - dependent computational simulation of the response of cable - suspension feed system in gusty wind based on the time - independent structure finite element method, and with consideration of the movement laws of cabin, a 3 - d time - dependent structure finite element model formulated by a new method named iss method ( instantaneous structure supposition method ) to deal with the vibration response of cable - suspension feed system in gusty wind is presented. in the model, all sources of geometric non - linearity, cable sag and changes of cable geometry due to large displacement, are fully considered

    基於時不變結構的有限單元法，在綜合考慮饋源艙運動規律的基礎上，提出了時變系統的瞬時結構假定法，通過將懸索離散為索桿單元，建立了系統的時變有限元模型，該模型充分考慮了懸索的垂度和大變形等幾何非線性因素，應用ne 。
  3. Therefore, the prestress of the cable should make sure that the cable is in the tight state in the entire process. the largest wind load which the prestressed cable truss can undertake is studied emphatically in the article

    因此，索中初始預應力應能保證索在工作的全過程中始終處于張緊狀態，以此為條件，本文重點研究了預應力索桁架所能承受的最大風荷載值。
  4. Vxworks has a microkernel and can be cut out as need. it is helpful for developers to design the cable modem firmware using the developping environment and the templates ( for bsp and end ) provided by wind river. in this paper the author analyzes the whole cable modem firmware project based on the conexant cn9414 and vxworks 5. 4, gives the designs for the main functional modules of the cable modem

    Conexant解決方案的軟體應用了windriver公司的vxworks嵌入式操作系統， vxworks具有微內核結構和極好的剪裁性，是當前實時性最好、最為穩定的實時操作系統之一，可以滿足cablemodem的實時性和資源需求，而且在cablemodem固件設計中利用windriver公司提供的豐富的開發模板（ bsp和end的開發模版）大大簡化了開發工作。
  5. Effect of pylon stochastic wind field on buffeting response of long cable - stayed bridge

    考慮橋塔風效應的斜拉橋時域抖振分析
  6. Analysis of nonlinear wind - induced response for cable dome structure

    索穹頂結構非線性風振響應分析
  7. Guy cable design of vertical axis wind turbine

    立軸風力機的拉索設計
  8. System imitation analysis in the time domain indicates that the amplitude and peak of displacement at the joint between cable and mast are both reduced, and the fatigue life of guyed mast is increased. adjusting the location of mr damper can efficiently reduce the displacement on the top of guyed mast induced by wind

    模擬分析表明可以有效地減小桅桿結構纖繩與桿身連接處的位移響應的幅值與峰值，能提高結構的疲勞壽命，通過調節mr阻尼器的作用位置可以改善對桅桿頂部位移響應的控制效果。
  9. Abstract : according to the characteristics of cable and the varing of the top dislacement of the fixed tower frame, the paper puts forward the method of design and construction control of tower frame ? s wind cable, which regards the permitted top displacement of the tower as the control aim

    文摘:根據索的特性及底端固支塔架的塔頂位移的變化，提出以塔頂允許位移為控制目標，對塔架纜風的設計及施工控制方法的探討
  10. A portable wind cable can be measured in a variety of circumstances, not by the winds of change cable circumstances measuring wind cable tension ; both of arbitrary moment of absolute tension cable wind, the wind can monitor cable tension variation ; construction equipment to the wild environment ; lightweight structures, the demolition convenient, simple measurement ; the intelligent measurement mode, can provide a wide range of choices rope specifications directly measured wind cable tension that the absolute need for conversion, and misoperation automatic alarm functions, measurement more convenient, direct, accurate and high degree of automation

    一種便攜式纜風測力器可在各種施工環境下，在不改變纜風受力的情況下測量纜風張力；既能測量任意時刻纜風張力的絕對值，又可監測纜風的張力變化；裝置適應野外施工環境；結構輕巧、安拆方便、測量簡捷；在智能化測量模式下，能夠提供多種鋼絲繩規格的選擇，直接顯示被測纜風張力的絕對值，無需換算，並有誤操作自動報警功能，測量更加方便、直接、準確，自動化程度高。
  11. Wind - induced vibration control of cable by axial support motion

    支座軸向運動控制拉索風致振動的研究
  12. The prospect of development of wind induced vibration theory and vibration reduction technique concerning cables is made with the proposal that the focus of future research may be the vibration reduction method of assistant cable, the method of mtmd, intelligent cable and the theory of optimized vibration control, which should have a promising future

    最後對斜拉索風振與減振研究的發展趨勢進行了展望，指出了輔助索減振法、 mtmd減振法、智能拉索、振動優化控制理論將是未來該領域研究重點，有著明顯的應用前景。
  13. It is showed in buffeting analysis that the analysis results in time domain agree well with those in frequency domain. effect of pylon wind field can increase the lateral buffeting response of pylon. nonlinear factor can decrease the nature frequency of cable - stayed bridge, and can increase the vertical and torsional buffeting response

    時域抖振分析結果表明：大跨度斜拉橋抖振的時域和頻域分析方法具有較好的一致性；考慮橋塔風效應會顯著增大橋塔的橫橋向抖振響應；非線性因素會降低斜拉橋的自振頻率，會增大斜拉橋的豎向及扭轉抖振響應。
  14. Effect of geometrical nonlinearity on wind induced response of cable stayed cantilevered roof of stadium

    幾何非線性對斜拉索懸挑屋蓋風激動力響應的影響
  15. The vortex - excited oscillation, wake galloping, rain - wind vibration and buffetting are the main cause of the fatigue in the vicinity of the anchorages on cables of cable stayed bridges

    渦激振、風雨振、尾流馳振、抖振等風致振動容易造成斜拉橋拉索錨固端疲勞，促使銹蝕加快，嚴重影響拉索的使用壽命。
  16. Stay cables of the long - span cable - stayed bridges are susceptible to vibration under wind loading, or wind incorporated rain excitation, or deck motion due to high flexibility, relatively small mass and very low inherent damping, such as vortex shedding, wake galloping, parameter resonance and wind - rain induced vibration. large - amplitude vibration of cables may reduce the life of cables and threaten safe traffic, and has been considered today as one of the most critical problems for this type of bridge

    大跨度斜拉橋拉索具有較小的質量和極低的阻尼，在風、風雨及橋面振動等外部激勵下極易發生振動，如渦激共振、尾流馳振、參數共振和風雨振等，拉索的大幅振動對拉索的使用壽命和橋梁安全運營構成極大威脅，它已成為大跨度斜拉橋急需解決的關鍵問題之一。
  17. The results show that the aerodynamic stability of long - span suspension bridges is significantly influenced by the static wind action, whereas the spatial non - uniformity of wind speed and the cable ' s wind load have basically no influence on it

    結果表明：靜風效應對大跨徑懸索橋空氣動力穩定性的影響比較重要，但是風速空間非均勻分佈和纜索風荷載等因素對大跨徑懸索橋的空氣動力穩定性基本沒有影響。
  18. Model of a passenger aerial ropeway is established after conducting structural analysis of the cable, supporting mast and basket, and stress analysis is respectively performed under passengers or wind loads, providing a method of overall static strength design of passenger aerial ropeways

    摘要針對客運索道系統中懸索、塔架、吊籃等特定結構，著重解決了索道系統分析中的整體有限元建模問題，並提出了客運索道系統在自重或風力作用下的應力分析方法， ?客運索道系統靜強度設計提供了整體性計算方案。
  19. By taking runyang bridge over the yangtze river as example, effects of some factors such as the static wind action, wind speed spatial non - uniformity, and the cable ' s wind load on the, aerodynamic stability of the bridge are investigated analytically

    以潤揚長江大橋為例，通過分析揭示了靜風效應、風速空間分佈的非均勻性以及纜索風荷載等因素對大跨徑懸索橋空氣動力穩定性的影響。
  20. According to the properties of both the structural style and the vibration mode of long cable - stayed bridge, and considering the correlation characteristics of natural wind, a practical method is introduced to simplify stochastic wind velocity field of long cable - stayed bridges for taking pylon wind field effect into account

    為考慮斜拉橋橋塔風效應，根據大跨度斜拉橋結構形式特點，結合脈動風的相關特性，提出了一種簡化的大跨度斜拉橋三維脈動風場模擬方法。
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