橋長 的英文怎麼說

中文拼音 [qiáozhǎng]
橋長 英文
hashinaga
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 長 : 長Ⅰ形容詞1 （年紀較大） older; elder; senior 2 （排行最大） eldest; oldest Ⅱ名詞（領導人） chief;...
  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. Golden harbor hotel golden harbor hotel is a well - known four - star hotel, located in the north - west of hangtian overcrossing, adjacent to the backbone of western four ring. there s only ten minutes drive from famous sight spot, such as summer palace, fragment hill and badachu, 15 minutes from zhong guancun, 20 minutes from western railway station, half of hour away from capi - - tal airport

    金泰海博大酒店是一家涉外四星級酒店，位於海淀區西四環航太橋西北方向，緊臨西四環城市主幹道，周邊文教商住環境得天獨厚，從酒店驅車至頤和園香山八大處10分鐘，至中關村15分鐘，距西客站20分鐘六里橋長途樞紐分鐘，距動物園公交樞紐10分鐘，距首都機場也只需30分鐘。
  3. The longest hanging bridge, japanese akashi kaikyo bridge, began to open to traffic in 1998. the bridge has 3911 - meter long and 50, 000 - ton weight

    1998年世界上最長的吊橋- -日本明石海峽大橋正式通車。橋長3911米，重5萬噸。
  4. 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
  5. 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。
  6. 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。
  7. 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。
  8. Liu li qiao coach station

    六里橋長途汽車站
  9. Li ze qiao coach station

    麗澤橋長途汽車站
  10. Tiao qiao coach station

    天橋長途汽車站
  11. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用；臺後土抗力升溫時採用靜止土壓力加彈性土抗力，降溫時採用主動土壓力；分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例，採用大型通用軟體ansys建立平面框架模型，進行彈性、大變形分析，模擬全橋受力和變形特點；同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型，通過三種橋型同步加載對比分析，研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能，總結其設計控制因素和構造要求。通過本文研究知：半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近，結構整體剛度增大，併除去了伸縮縫病害；但主梁增加了軸力，下部結構剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實踐和推廣價值的橋型。
  12. All the pile foundation projects of jilin yinmahe bridge, changchun ring freeway crossing bridge, haerbin - dalian line dongliaohe bridge and changtu highway bridge etc, designed and constructed by jilin geological prospecting institute, have won the high opinion for its rapid and high quality construction, the geological survey for many projects such as teachers ' high - rise residence building for changchun jiefangda road primary school, and dalian binhaiyinyue hotel etc, and the engineering survey for jilin television transmitting tower, hawaii hotel, zhongma building and fangzhi building etc projects have won the high opinion

    承擔施工的吉林省飲馬河大橋、長春環城高速公路立交橋、哈大線東遼河大橋及昌圖公路大橋等工程的樁基礎工程均以快速優質的施工受到好評，承擔施工的長春市解放大路小學教師高層住宅樓、大連濱海音樂渡假賓館等多項工程的勘察項目以及吉林電視臺發射塔、夏威夷大酒店、中馬大廈和紡織大廈等工程勘察項目均受到委託方贊譽。
  13. 4. this thesis introduces the application of rd - 1005 mrfd in hunan yueyang dongting lake bridge and permanent magnetism adjustable assemblage mrfd in changsha hongshan bridge and changsha liuyang river bridge. the studies on cable vibration mitigation field tests in these bridges are presented

    4 .介紹了湖南嶽陽洞庭湖大橋上安裝磁流變阻尼器的情況，在長沙洪山大橋、長沙瀏陽河大橋全橋拉索上安裝了永磁調節裝配式磁流變阻尼器，並進行了現場拉索減振試驗研究。
  14. This thesis takes the hunan yueyang dongting lake bridge 、 changsha hongshan bridge and changsha liuyang river bridge as the project background, supported by the national natural science foundation project “ field measurements of rain - wind - induced cable vibration on the yueyang dongting lake bridge in hunan province ”, carries out some researches as follow : 1. this thesis introduces the development of cable - stayed bridge 、 the necessity to study the cable vibration, briefly introduces the mechanism of cable vibration and cable vibration mitigation measures

    本文以湖南嶽陽洞庭湖大橋、長沙洪山大橋、長沙瀏陽河大橋拉索振動控制為工程背景，在國家自然科學基金項目「斜拉橋拉索風雨振現場觀測與半主動控制研究」資助下，進行了以下研究工作: 1 .介紹了斜拉橋的發展，拉索振動研究的必要性並對拉索振動形態及減振措施進行了簡要的論述。
  15. The bridge is a hundred meters long

    這座橋長達一百米。
  16. The 17 - arch bridge on the southern bank of kunming lake is more than 150 meters long

    在昆明湖東側有一個十七孔石橋，橋長150餘米，伏臥波心，氣勢雄壯。
  17. The route passes through the western harbour crossing, rambler channel bridge, cheung ching tunnel, ting kau bridge and tai lam tunnel

    干穿越西區海底隧道藍巴勒海峽橋長青隧道汀九橋及大欖隧道。
  18. 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。
  19. The overall length of the bridge is 27. 2km, and the bridge piers, composed of steel piles and platforms, have resistance to the flow in some degree

    整個橋長27 . 2km ，橋墩由鋼樁和承臺組成，對水流有一定的阻力作用。
  20. The transportation around is very convenient, because its next to the famous anping bridge which is the longest in china and the fu - xia freeway is across it. besides, its 68km to xiamen airport, 15km to jinjiang airport, 8km to the ten thousand loaded dock of shijing and its at the 228km of the national way no. 324, and whats more, shuitou is the center of jinjiang, nanan and tongan

    水頭地處閩福泉廈漳金三角地帶，名聞遐邇的天下無橋長此橋的安平橋畔， 324國道和福廈高速公路貫穿全境，距廈門機場65公里，距晉江機場15公里，距石井萬噸碼頭9公里，是晉江南安同安的交界處。
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