bridge length 中文意思是什麼

bridge length 解釋
鼻樑長度
  • 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;【...
  • length : n. 1. 長,長度,長短。2. (時間的)長短,期間。3. (賽艇的)一艇的長度;一馬的長度。4. 程度,范圍。5. 【板球】球程;投至適當距離的球。6. 【語言學】音長。7. 一段,一節。
  1. The haizigou bridge located at houyue railway dk62 + 688 in yicheng city, is a double line railway bridge, 88. 5meter in heigh, 370. 32 meter in total length

    海子溝大橋位於山西省翼城縣境內,侯月鐵路dk62 + 688處,是一座跨越黃土沖溝的雙線鐵路橋,橋高88 . 5m ,橋長370 . 32m 。
  2. The length of the bridge is 200 metres.

    那座橋有200米長。
  3. This paper presents the structural design of the main bridge of lhasa river bridge, makes a deep - going study of the key techniques for design of the bridge, such as the reasonable span length ratio of each span of the 5 - span girder and arch hybrid structure, mechanical behaviour of the dual arch ribs, and section of the continuous girder tie beam, and also works out rigidity and stress conditions of the continuous girder tie beam and stress conditions of the concrete - filled steel tube arches of the main bridge

    摘要介紹了拉薩河特大橋主橋結構設計情況,對於五跨梁拱組合橋梁各孔跨合理的跨度比、疊拱的受力行為及連續梁系桿截面形式等設計中的關鍵性問題進行了深入的研究,給出了主橋連續梁系桿的剛度和應力情況、鋼管混凝土拱的應力情況。
  4. Construction of a single - lane road bridge of 70 m in length across the san tin eastern main drainage channel stemdc connecting an existing unnamed road along the eastern side of stemdc near the vha and tyr

    興建長70米並橫跨新田東面主要排水道的單線行車道路橋,以連接沿該主要排水道東面近車輛輪候區的現有未命名道路與淳裕路
  5. The basket symmetrical cantilever construction, which is often used, is one way of large - span bridge construction. with the length of cantilever longer, the risk is increased as well

    掛籃對稱懸臂施工是大跨度橋梁施工中常用的一種方法,隨著懸臂長度的加長,風險也隨之加大。
  6. For example, an attack used as bridge may buff the dread knight ' s damage but if used as finisher the length or power of the buff is increased

    例如,一個作為鏈連接技的技能可以提高恐懼騎士的傷害輸出但如果用作鏈結束技則無論持續時間或效果都會增強。
  7. However, along with the increasing of construction quantity of the infrastructure of irrigation works, traffic, communication etc., newer and higher requirement of geotechnical anchoring are made in slope, major dam, bridge, tunnel, deep foundation ditch engineering and the construction engineering such as anti - capsize, anti - float, anti - slippage engineering of the buildings. for example, self - intension of rock and soil is required to exploit better ; carrying capacity of anchor increase according to anchoring length ; anchor should be sufficiently lasting and should not influence the exploitation of adjoining stratum

    但另一方面,隨著我國水利、交通、通訊等基礎設施建設力度的加大,邊坡、大壩、橋梁、隧洞、深基坑以及建築結構物的抗傾倒、抗浮力、抗滑移等建設工程將對巖土錨固提出一些新的和更高的要求:如要求進一步調用巖土體的自身強度,錨桿應具有足夠的耐久性,錨桿的使用應不影響周邊地層的開發等。
  8. It cost about 83, 650 yen at that time and was often talked about among citizens as a great bridge with its 185. 2m length and 22m width

    永代橋橋身長185 . 2m 、寬22m ,當時共花費8萬3650多日元,作為巨橋得到了市民的好評。
  9. Abstract : according to investigation data of designing for bridge opening in china, in this paper the equations for estimating length of bridge opening have been established. the equations can be the reference for revising “ norm of investigation and design of highway engineering on hydrology ”

    文摘:根據兩次全國公路大中橋孔徑設計資料的調查,對橋孔長度進行了全面分析,為《公路工程水文勘測設計規范》制定橋長公式提供參考
  10. The bridge researched in this paper has same length and width as jiangyin bridge

    這種新的橋梁結構體系把這二者的優勢充分結合起來。
  11. The resonance conditions of the train - bridge system are affected by the span, total length, lateral and vertical stiffness of the bridge, the compositions of the train, and the axle arrangements and natural frequencies of the vehicles

    車橋系統的共振條件與橋梁跨度、長度及豎向和橫向剛度,列車編組、車輛軸距參數及車輛的自振頻率等因素有關。
  12. Modify above model along with altering structural form or the constitution of the bridge, such as different standard, steel ratio, steel pipe diameter, concrete module, brace allocation, the length of concrete of the main ribs, suspending pole mode and cable local vibrations, calculate the variety of dynamic character, analyze this factors which will affect. 2

    對斜拉拱橋自振特性進行參數分析,分別考慮了不同規范、含鋼率、拱肋鋼管直徑、混凝土彈性模量、橫撐布置、拱肋段混凝土長度、吊桿形式對自振特性的影響,最後考慮了斜拉索局部振動對自振特性的影響。
  13. The upper level is for cars and has a width of 22. 5 meters ; the lower level is railroad and has a width of 18 meter. the length of the bridge is 1670 meter ( 1 mile )

    5米;下層為雙線鐵路,寬18米;全長1670米,正橋長156米,有兩臺8墩9米,每孔跨度128米。
  14. The upper level is for cars and has a width of 22. 5 meters ; the lower level is railroad and has a width of 18 meter. the length of the bridge is 1670 meter 1 mile

    長江大橋上層是公路,寬為22 . 5米下層為雙線鐵路,寬18米全長1670米,正橋長156米,有兩臺8墩9米,每孔跨度128米。
  15. Through the calculating example results and the comparisons with other calculating theories, it is proved that the calculating formulas of the combined geometry curve theory is valid, practical and accurate. it can be used in the calculation of line shape at the preliminary design, and can meet the engineering need. ( 3 ) this thesis researches systemically on the calculating theory of the suspension bridge ’ s cable system, including calculating design line shape and internal force, erection line shape of cable and pre - displacement of saddle without loads, the fixed position for erecting cable and amendatory method of cable ’ s unstressed length

    通過算例驗證了混合線形理論公式的實用性和正確性,並且與其它計算理論的結果比較,證明公式有足夠的精度,可用做初步設計中主纜線形的計算,能夠滿足工程的需要; ( 3 )對自錨式懸索橋主纜系統計算理論進行了系統研究,包括成橋線形和內力計算、空纜線形和內力計算、鞍座預偏量計算、索夾安裝位置計算和索鞍處主纜無應力長度修正方法。
  16. Secondly, calculation theory of construction for suspension bridge is presented under the ideal condition of dead load design. linetype change stiffness of cable and slip stiffness of supporting points are deduced based on segmental catenary theory. then numerical analysis method through sgkz2000 software are introduced in detail about calculating design linetype for suspension bridge, unstressed length of cable, erection linetype of cable and pre - displacement of saddle without loads, erection linetype of wire strands, the fixed position for erecting cable band and linetype of lifting stiffening girders

    其次,根據懸索橋恆載設計理想狀態建立了懸索橋施工計算原理;以分段懸鏈線索理論為基礎,推導了懸索的線形變化剛度和懸索支點的滑移剛度;介紹了懸索橋成橋設計線形計算、吊索無應力長度計算、空纜線形與預偏量計算、絲股架設線形計算、索夾安裝位置計算和加勁梁吊裝線形計算的具體方法、數值演算法及軟體sgkz2000的計算模塊的實現。
  17. This paper also presents the methods of controlling unstressed length of cable, pre - displacement of saddle, anchor span tension, erection of wire strands, the fixed position for erecting cable band and cable length. determination and control approach of displacement of saddles during cable erection are also introduced. at the same time, the change course of linetype during construction period for suspension bridge is analyzed

    再次,介紹了懸索橋的施工控制內容與方法,利用軟體sgkz2000對多座懸索橋進行了施工計算,提出本文關于懸索橋的主纜無應力長度控制、索鞍預偏量控制、錨跨張力控制、絲股架設控制、索夾安裝位置與吊索長度控制的方法;介紹了吊梁階段鞍座頂推量的確定與控制方法,分析了施工階段懸索橋的線形變化過程。
  18. This article will introduce at length the author ’ s labor in no back - stays & inclined pylon cable - stayed bridge, and hope to benefit to its further development and design

    本文將詳細的介紹作者在無背索斜塔斜拉橋中所做的工作,希望有利於無背索斜塔斜拉橋的進一步發展。
  19. Shanghai yangpu bridge is world ' s longest suspension bridge, with the fu ll length of 7, 658 meters long

    上海楊浦大橋是世界最長的斜拉索橋,全長7658米,僅用了29個月建成。
  20. In the large range of bridge length between inner pinholes, the rupture pressure is positively proportional to the bridge length remarkably

    在可能的橋長變化范圍內,結構爆破壓力與橋長間存在顯著的正比關系。
分享友人