橋跨 的英文怎麼說

中文拼音 [qiáokuà]
橋跨 英文
bay; bridge span （以墩分隔的）
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 跨 : 動詞1 （抬起一隻腳向前或向左右邁） step; stride 2 （兩腿分在物體的兩邊坐著或立著） bestride; stra...
  1. A bridge straddles the river.

    一橋跨越大江。
  2. B. construction of a vehicular bridge over so kwun wat river

    B .興建一條行車天橋，跨過掃管笏河
  3. Blocks bridge across river bridge - building funds come from

    數座大橋跨越浦江造橋資金從何而來？
  4. The vibration of upper structure of bridge which caused by the dynamic action of vehicle pass the railway bridge may make the structural component fatigue and decrease the intensity and stability. the more vibration of bridge will influence the safety and stability of vehicles ; when the dynamic changing frequency of vehicle equal or approach to the free vibrational frequency of bridge, wh ich will make the resonance may intensify the response of bridge and vehicles

    列車動力作用引起橋樑上部結構的振動可能使結構構件產生疲勞，降低其強度和穩定性；橋梁振動過大可能會對橋上車輛的運行安全和穩定性產生影響；當列車的動力變化頻率與橋跨結構自振頻率相等或接近時，引起的共振可能會使車橋動力響應加劇。
  5. Clearance of span

    橋跨限界
  6. Usually, it is accustomed to name the bridge stride as the substructure of bridge

    通常習慣稱橋跨為橋梁的上部結構；稱橋墩，橋臺及其基礎為橋梁的下部結構。
  7. The bridge is composed of bridge stride, bridge pier, bridge platform and the cone of end of the bridge

    橋梁主要由橋跨、橋墩、橋臺及橋頭錐體等部分組成。
  8. Aiming at converting the loading problem in space into the one in plate, the theories of loading distribution along crosswise are applied

    作者對空間橋跨結構中的荷載橫向分佈理論進行了系統地論述。
  9. Divers find two more bodies where a highway bridge collapsed in minneapolis, bringing the death toll to seven with six still missing

    密西西比高速公路橋跨塌事件中又有兩具遺體被潛水員發現，這使得遇難者數目增至七人，仍有六人失蹤。
  10. A calculation example is presented, and the maxi mum dynamic deflection of the beam bridge under the conditions of different speeds, different weights and different lengths of a vehicle is calculated

    分別分析了一輛汽車以不同車速、不同車重及通過不同跨徑橋梁時的情況，並給出了相應情況下的簡支梁橋跨中動位移的變化曲線。
  11. Continuous rigid - framed and box - typed bridge of middle span. according to the wording feature of pc. continuous rigid - framed bridge in cantilever casting construction, every kind of temporary measurement has been analyzed

    中等跨度預應力混凝土箱形連續剛構橋橋跨布置時，為方便施工及減小主橋橋長，邊跨跨徑在無特別要求的情況下，可考慮選用較小的邊、中跨比例。
  12. According to the principle of the interaction between the beam and the cwr ( continuously welded rails ) that the longitudinal forces of cwr on railway bridges are passed on to the piers by the span structures of the bridge, the intensity of piers is checked up by calculating and the safety reservation is analyzed so that the design of the cwr on railway bridges is optimized and is safer and more economic

    摘要根據梁、軌相互作用原理（橋上無縫線路的縱向力通過橋跨結構傳遞到橋梁的墩臺上， ）檢算橋墩的強度，進行安全儲備量分析，進而優化新建橋上無縫線路設計，使設計既安全又經濟。
  13. According to the theory analysis and engineering practice, the application of natural vibration features in bridge inspection is introduced. during the transient dynamic analysis of pubugou cfst arch bridge, the time history responses of the structure under uniform velocity moving load and impact load are analyzed, and the amplification coefficients of deflection and internal forces of the structure are intensively analyzed

    在瀑布溝大橋的瞬態動力分析中，模擬分析了當移動荷載以不同速度通過橋面時的時間歷程動力響應以及在沖擊荷載作用下橋跨結構的時間歷程動力響應，並對橋跨結構在移動荷載和沖擊荷載作用下的動力放大系數作了較為詳細的分析。
  14. In these thesis, on the basis of existing data collected of arch bridges and dynamics, simply introduce the development and application of the analytical method and finite element numerical analysis method of arch bridges. taking the example of pubugou cfst arch bridge, establish 3 - d finite element model of it with software ansys, and analyze its natural vibration. the effects on inherent vibration of the differences of structure parameters, the restriction of the deck and the effects of different arrangements of cross braces are analyzed

    本文在收集有關拱橋及動力學資料的基礎上，分析了拱橋動力學的解析分析法和有限元數值分析方法的優缺點，同時以瀑布溝大橋為背景，使用ansys軟體建立了空間有限元模型，實施了橋跨結構的自振特性分析；並分析了考慮到模型簡化過程中部分結構參數取值差異、橋面板的約束狀況不同等因數對自振特性結果的影響；此外還對橋面上的橫撐布置不同導致對自振特性的影響作了分析。
  15. Featuring stonecutters bridge, part of route 9, with one of the world s longest cable - stayed spans region

    前者是九號干線的一部分，是全球其中一條最長的斜拉索橋，跨距達1 ， 018米。
  16. Featuring stonecutters bridge, part of route 9, with one of the world s longest cable - stayed spans of 1, 018 meters

    前者是九號干線的一部分，是全球其中一條最長的斜拉索橋，跨距達1 ， 018米。
  17. The double - deck lantau link consists of the tsing ma bridge linking tsing yi to ma wan ; a viaduct over ma wan ; and the cable - stayed kap shui mun bridge linking ma wan to lantau

    青嶼干線採用雙層結構，其組成部分包括連接青衣與馬灣的青馬大橋、跨越馬灣的高架道路，以及採用斜拉橋設計、連接馬灣與大嶼山的汲水門大橋。
  18. It comprises two bridges, where tsing ma bridge on ma wan channel is the world s longest road and rail suspension bridges with a main span of 1377 meters and a total length of 2. 2 kilometres, and also the main part of the lantau link

    干線由兩組橋組成，其中跨越馬灣海峽的青馬大橋，是現時世界上最長的鐵路行車兩用吊橋，跨距達1377公尺，全長2 . 2公里，是青嶼干線的最主要部分。
  19. Abstract : interchange bridge is an important part of interchange, and it affects the overall view of interchange. this paper summarizes the characteristics and design acquirements first, and then the outline of bridge aesthetics from both the overhead structure and the supporting structure, in order to guide, evaluate and intact the planning and designing of interchange

    文摘:立交橋跨是互通式立交的主要組成部分，橋跨直接影響立交整體美觀.筆者首先闡述互通式立交橋跨的美學特徵及美學設計要求.然後從上部構造和下部構造等方面來說明立交橋跨的美學要點，力求從立交橋跨美學角度來指導、評估和完善立交規劃與設計
  20. The cfst x - type arches improve the lateral stability by sloping the arc ribs, so it is ofen used in the designs of cfst arch bridge with small ratio of the width to the span. tongwamen bridge is a half - through cfst arch bridge, its span is 238m, and the width of its roadway is 10m, so the truss ribs in - plane is sloped into x - shapc to improve its lateral stability. as the cfst x - type arches with longest span all over the country presently, the design of tongwamen bridge can be used for reference of adopting cfst x - type arches in the design of arch bridges with small ratio of the width to the span

    鋼管混凝土x型肋拱橋是一種利用拱肋側傾來提高其橫向整體穩定性的橋型，在寬跨比較小的鋼管混凝土拱橋設計中應用較多。浙江銅瓦門大橋是一座中承式鋼管混凝土無鉸拱橋，跨徑238m ，橋寬10m ，拱肋為平面桁架形式，所以採用了x型拱肋以提高其橫向穩定性。作為國內目前跨徑最大的鋼管混凝土提籃拱橋，該橋的建成對我國今後長大跨徑小寬跨比鋼管混凝土拱橋採用提籃拱具有借鑒意義。
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