斜交橋 的英文怎麼說

中文拼音 [xiéjiāoqiáo]
斜交橋 英文
skew bridge
  • 斜 : 形容詞（跟平面或直線既不平行也不垂直的） oblique; slanting; skew; bevel; diagonal; askew; inclined; tilted
  • 交 : Ⅰ動詞1 （把事物轉移給有關方面） hand over; give up; deliver 2 （到某一時辰或季節） reach （a cert...
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  1. Structural strength research for 64 type military - used beam joggle - type bridge layer

    窄幅整體橫移式架橋機在斜交橋中的應用
  2. In the railroad oblique continual box beam bridge design key question studies

    鐵路斜交連續箱梁橋設計中的關鍵問題研究
  3. Corrosion action slope cable used in cable - stayed bridge in different corrosion medium such as synthesis sea water, solution nacl and simulation acid rain are studied by electrochemical method, for example, linear polarization, tafel extrapolation and ac impedance method

    對此，本論文以人造海水、 nacl溶液、模擬酸雨作為腐蝕介質，針對不同類型的鋼絞線，採用線性極化法、 tafel外推法和交流阻抗法等電化學方法研究斜拉橋拉索結構中鋼絞線在不同介質中的腐蝕行為。
  4. Assembly type bridge girder erecting equipment used at electrified railway section

    拼裝式架橋機架設斜交橋梁施工技術
  5. In a word, this paper offers an effective calculation analysis means for the skew bridges

    為斜交格子梁橋的內力變形分析研究和工程設計提供了更簡便、有效的數值分析計算工具。
  6. In the process, we import the displacement method " s concept of replacement ahead, that is to say, we replace the unknown vectors with new unknown vectors to prevent the delivering and accumulation of errors. at the same time, we completed the skew bridge calculation procedure, and compared the calculation results with the results by the finite element software ansys, it proved the correctness and practicality of this procedure

    在矩陣傳遞的過程中引入位移法中的前進代入的概念，即將未知向量不斷的以新的未知向量替換，以防止誤差的傳遞和積累。本文完成了斜交格子梁橋的內力計算程序，並將計算結果與採用有限元分析軟體ansys分析計算的結果進行了比較，驗證了程序的正確性和實用性。
  7. Abstract : combining the engineering practice of xiayingzi railway frame overpass in huainan, the paper describes the details of the technical characteristics and construction technology of long span skew frame bridge

    文摘:結合淮南夏郢孜框架式鐵路立交橋的工程實踐，對大跨度斜交框架施工技術特點及施工工藝進行了較詳細的總結。
  8. The causes of disease in big angle skew bridge and the management measures

    大角度斜交橋的病害成因與整治措施
  9. The norm of hydraulic design of railway bridge in china does not consider the effect of the deflect degree of the flow direction under bridge

    摘要我國現有鐵路橋渡水文設計規范有關斜交橋的水力計算沒有考慮橋下流向偏轉的影響，從而影響計算精度。
  10. Cracks cause analysis of skew hollow slab bridge and its strengthening

    斜交空心板橋裂縫原因分析及處理
  11. Distress cause analysis and maintaining reinforcement of prestressed concrete oblique hallow slab bridge

    預應力混凝土斜交空心板橋的病害原因分析及其維修加固
  12. Taking the bending stiffness, cable sag and cable inclination into consideration, the space vibration control of the cables using the visco - elastic dampers in cable - stayed bridges is investigated by joining the center difference method and the state space strategy. both the maximum modal damping ration and the optimal damper size are obtained, then the practical suggestions are proposed for the design of the dampers. the space nonlinear vibration equations of the cable - damper system are derived, and a new hybrid method for solving the cable - damper system is presented by combing the newmark method and pseudo - force technology

    綜合考慮了拉索抗彎剛度、垂度的影響，研究了粘彈性阻尼器對斜拉橋拉索的空間振動控制，聯合中心差分方法及狀態空間法，得出了拉索麵內、外振動各階模態可能達到的最大阻尼比及相應的最優阻尼器系數，並對斜拉橋拉索的阻尼器設計提出了參考建議：考慮拉索抗彎剛度、垂度及幾何非線性，導出了索-阻尼器系統的空間振動非線性方程組，結合newmark方法及偽力（ pseudo - force ）方法，創新地提出了求解非線性方程組的雜交方法，根據拉索-阻尼器系統的阻尼特性，在各種荷載作用下，對索-阻尼器系統的非線性瞬態振動響應進行了研究，從系統響應的角度更加直接地驗證了阻尼器的控制效果。
  13. Vibration characteristics test was carried on a model of one three - spanned prestressed concrete ( pc ) shew continuous box girders, which was designed in jing hu high speed railway of china. we discuss the difference between the results of test and 3d fem analysis with two cases of orthogonality and shew, and explore the dynamic properties of skew box girders

    通過對我國京滬高速鐵路設計中的一座三跨預應力混凝土斜交箱形連續梁橋縮尺模型自振特性參數的測試，比較了正交、斜交箱梁的固有頻率的差異，通過與空間結構分析結果的對比，最後討論了斜交箱梁的動力性能。
  14. Abstract : vibration characteristics test was carried on a model of one three - spanned prestressed concrete ( pc ) shew continuous box girders, which was designed in jing hu high speed railway of china. we discuss the difference between the results of test and 3d fem analysis with two cases of orthogonality and shew, and explore the dynamic properties of skew box girders

    文摘:通過對我國京滬高速鐵路設計中的一座三跨預應力混凝土斜交箱形連續梁橋縮尺模型自振特性參數的測試，比較了正交、斜交箱梁的固有頻率的差異，通過與空間結構分析結果的對比，最後討論了斜交箱梁的動力性能。
  15. With the rapid development of high - grade road and city spatial transportation, skew girder bridges are extensively built. so it brings up lots of new problems for computation theory and method of skew girder bridges

    隨著高等級公路及城市立體交通的快速發展，斜梁橋建造數量也越來越多，因此對斜梁橋的計算理論和方法提出許多新的難題。
  16. Verification results show that the corrected velocity and backwater height agree well with the measured values in the sketch results model test

    經驗證，斜交橋修正計算流速和壅水值與概化模型試驗的實測值較為吻合。
  17. The block water characteristics and backwater height of skew bridges are experimentally studied with the sketch model of the hegong bridge of a speedway

    摘要應用合共公路橋的概化模型試驗研究了斜交橋的阻水特性、壅水高度。
  18. The formula shows that the deflect degree first increases, then decreases, and its maximum increases while the compress rate decreases

    分析表明，斜交橋下的水流流向偏轉角度隨斜交角度的增大先增大后減小，其極大值隨壓縮比的減小而增大。
  19. By comparing and analyzing the measured water level, three - dimensional velocity distribution and turbulent character around the bridge location, the calculation method for the backwater of skew bridges is improved and the reduction factor of block water width is presented

    通過對橋位附近的實測水位與水流三維流速分佈及紊動特性的比較分析，改進了計算斜交橋壅水的方法，並給出阻水寬度折算系數。
  20. By extending the calssical fluid mechanism result about the flow field round a pier to two piers, the formula of the deflection degree of flow direcrion is deduced with the assumption that the field around two piers simulates that of one pier

    將流體力學中圓柱繞流經典理論的成果推廣應用於雙圓柱橋墩的情況，假設單橋墩的繞流流場可以按照一定的規律疊加，推導出圓柱形墩斜交橋梁橋下水流流向偏轉角度的計算公式。
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