stayed-cable bridge 中文意思是什麼

stayed-cable bridge 解釋
斜拉索橋
  • stayed : 待在某個地方
  • 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...
  • bridge : n 1 橋，橋梁；【造船】艦橋，船橋。2 鼻樑；（假牙上的）齒橋；【音樂】弦柱，弦馬；【電學】電橋；【...
  1. Design of inclined cable for aqueduct cable stayed bridge

    渡水管斜拉橋索的設計
  2. By its multi - solution idea, we can focalize discretionary detail of detection of cable - stayed bridge and process in time field and frequency field

    利用小波分析的多解析度分析思想，可以聚焦到信號的任意細節進行時頻域處理，適合斜拉橋振動狀態的監測。
  3. The cable-stayed bridge with its many geometrical configurations will be applied in great numbers in the future.

    多種幾何型式的斜拉橋以後將大量採用。
  4. The versatile cable-stayed bridge concept lends itself to a large variety of geometrical configurations.

    具有靈活性的斜拉橋設想，使其幾何型式有多種多樣變化。
  5. Based on using elementary ideas of the latest theories with the combination of extensive achievements of bridge condition assessment and the other correlative domains, the assessment model was established using analytic hierarch process and variable weight synthesizing, which evaluated pc cable - stayed bridge ' s condition in service by grading items in bottom level of assessment model

    在吸收和採用已有成果的基本思想的基礎上，結合國內外橋梁評估領域和其他相關領域的研究成果，建立了以層次分析法結合變權綜合原理為基礎，通過打分方式對pc斜拉橋的狀態進行評估的架構與模式。
  6. The stonecutters bridge, planned as a cable - stayed structure, will have a span of about

    昂船洲大橋屬斜拉橋式設計，跨距約為
  7. A comparison of steel deck weights indicates that the cable-stayed bridge again fills the void between the continuous girder and suspension bridges.

    以上鋼橋面重量的比較指出，斜拉橋介於連續梁和懸索橋之間。
  8. Measurement of the static and dynamic characteristics of the cable stayed pipe bridge over the nanguang river

    南廣河斜拉索跨越管橋動靜特性測試研究
  9. Analysis of a curved double - layer cable - stayed pedestrian bridge

    雙層索系曲線斜拉步行橋的結構分析
  10. Dynamic characteristics of cable - stayed pipe bridge on fujiang while pigging

    涪江跨越斜拉管橋清管時動態力學特性
  11. Two main spans totalling 923 metres cable - stayed road bridge

    兩主跨距總長923米斜拉式設計道路橋梁
  12. Then, with cable - stayed arch bridge which is the fourth big bridge be under construction in xiangtan city hunan province for engineering background, makes use of large and in general use finite element software ansys to analysis the stability of the bridge

    然後以正在修建的湘潭市湘江四大橋這一斜拉拱橋為工程背景，運用大型通用有限元軟體ansys對其進行了穩定性分析。
  13. According to the finite element method result, the parametric vibration of cables in cable - stayed arch bridge becomes prone to be exhibited. then a model of non - linear parametric excitation vibration coupling the stayed cable and the girder, namely, the mode of cable - stayed beam, is proposed in the thesis. and the nonlinear dynamical

    3 、首先利用有限元分析方法，得出了斜拉索發生參數共振的可能，然後建立了斜拉拱橋拉索-橋面耦合參數振動模型，即索-梁組合結構模型，推導了索-梁組合結構非線性運動方程，利用多尺度方法研究斜拉索的參數共振和亞諧波共振，並對穩態解的穩定性進行了分析。
  14. Due to its novelty and beauty, good structural performance, strong spanning capacity, good wind resistance, safe construction and economy etc., cable - stayed - suspension bridge is very suitable for the natural condition such as soft soil foundation, violent typhoon etc., and becomes the most competitive bridge type in the super - long - span bridge system

    摘要吊拉組合體系橋具有結構新穎、美觀、受力合理、跨越能力強、抗風性能好、施工安全和造價低等優點，在軟土地基和強風地區尤能突出其優越性，在超大跨橋型中極具競爭力。
  15. Cable stayed arch bridge is a kind of new combination bridge appeared in recent years, its theories studies to still be placed in a beginning stage so far

    斜拉拱橋作為近年來出現的一種新型組合橋梁，其理論研究目前還處于起步階段。
  16. Aiming at main project of the xiaoxihu bridge, a low pylon cable - stayed bridge, based on the existing theory and method of the bridge construction controlling theory, using the basic function of " ansys ", farther exploitation was done on concrete elasticity and creep calculating distinguishingly, nonlinearity analysis theory was used to construct the space model, the main beam, string pylon and abutment were simulated by the beam elements which was considered the shearing effect. which is worthy of considering that using the geometric non - linear truss elements to simulate the stayed - cable, form traveler is modeled as structure elements and participate in stress analysis. four stages are used to model the construction stage, which are : ( 1 ) the erection of form traveler ; ( 2 ) placing the segmental concrete ; ( 3 ) jacking the tendons ; ( 4 ) tensioning the stay cables

    針對建設中的小西湖矮塔斜拉橋的主體工程，結合已有的橋梁施工控制的理論和方法，利用大型通用計算軟體ansys的基本功能，並著重在混凝土彈性計算及徐變計算方面做了相應的二次開發，採用非線性分析理論並建立了空間結構模型、用考慮剪切作用的梁單元模擬主梁、索塔和橋墩；用可考慮幾何非線性的桁元模擬斜拉索、施工掛藍作為結構單元進行拆裝，參與受力計算，整個施工過程按施工循環周期分為若干階段，每個階段又分為四個工況，即：空掛藍就位、澆築完畢階段混凝土、張拉預應力鋼筋和張拉斜拉索。
  17. In summarizes the predecessor to the segmental arch surface and outside in flexure critical load computational method foundation, with the principle of the minimum potential energy, an analytical solution for the lateral critical bucking load of cable stayed arch bridge is studied

    在總結前人對圓弧拱的面內，面外屈曲臨界荷載計算方法的基礎上，利用能量法，推導了斜拉拱橋的側傾臨界荷載計算公式。
  18. Process in the anasyis method of wind - induced vibration for long span stayed - cable bridge

    大跨度斜拉橋風振響應研究進展
  19. Cable stayed arch bridge as arched bridge with cable stayed bridge of combination system, its stability is an important link of design and construction. this paper studies the stability of cable stayed arch bridge, combined the main bridge model experiment of the fourth bridge of xiangtan xiangjiang river

    斜拉拱橋作為拱橋和斜拉橋的組合體系，其穩定性是設計、施工中的一個重點環節，本文結合湘潭湘江四大橋主橋模型實驗，對斜拉拱橋的穩定性作了一些具體研究。
  20. And under the three load cases, the critical load of the cable - stayed arch bridge taking into account double nonlinearity is much smaller than taking into account linear elasticity or geometrical nonlinearity. therefore if we want to estimate the limit bearing capacity exactly, the double nonlinearity must be considered

    在三種加載工況作用下，考慮雙重非線性的臨界荷載遠小於線彈性和僅考慮幾何非線性臨界荷載。因此，採用線彈性和僅考慮幾何非線性方法均會過高地估計結構的極限承載力，要準確評估出結構的極限承載力必須考慮雙重非線性。
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