橋梁全長 的英文怎麼說

中文拼音 [qiáoliángquánzhǎng]
橋梁全長 英文
overall length of bridge
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  • : Ⅰ形容詞1 (完備; 齊全) complete 2 (整個) whole; entire; full; total Ⅱ副詞(完全; 都) entirely...
  • : 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;...
  • 橋梁 : bridge; approach
  1. Due to slope cable bears barely alternative load longtime in nature environment, it is easy to corrosion and wreck. seriously, the bridge is possibility to collapse in strictness air empoison, water pollution, seashore and ocean surroundings. therefore, to study cable ’ s corrosion widely and to inhibit corrosion process are very important for increase endurance and safety of bridge construction

    由於斜拉索期承受交變載荷並暴露于自然環境中,特別是大氣污染嚴重地區、水污染嚴重地區、海濱及海洋環境,極易發生腐蝕破壞,嚴重者還會因坍塌而造成生命及財產的巨大損失,因此,面研究拉索的腐蝕,阻斷腐蝕的成因,對提高結構的耐久性與安性具有重要意義。
  2. Initiated by professor zhou jin - huang, the first national conference of cardiovascular pharmacology was held in 1980 in changsha, at which the committee of cardiovascular pharmacology affiliated to china society of pharmacology was founded. the main task of the committee is to be responsible for domestic and international academic interchange in cardiovascular pharmacology by playing a role of a bridge in enhancing the connection of cardiovascular pharmacology with related basic sciences, including phytochemistry, organic chemistry, pharmaceutical science and technology, and clinical medicine

    1979年正式成立中國藥理學會, 1980年在周金黃教授的倡導下在沙舉行了第一次國心血管藥理學術會議,成立了中國藥理學會心血管藥理專業委員會,它的任務是負責國內外心血管藥理學術交流,加強與心血管藥理學有關的基礎學科如植物化學、有機化學、制藥學以及臨床醫學的聯系,發揮作用。
  3. Location : nguyen van linh st. distr. 7, hcmc work description : 17. 8km long, 10. 5m wide two lane road, including 10 nos. bridges with overall 1450. 8 meter

    南西貢大道工程位於胡志明市阮文靈大道。工程包括17 . 8公里10 . 5米寬道路和1450 . 8米的
  4. Brownjohn j m, pin - qi xia. dynamic assessment of curved cable - stayed bridge by model updating. asce, journal of structural engineering, vol. 126 no. 2 february, 2000

    朱玉,王宜均,楊耀銓等.鄂黃江大塔索錨固區預應力布束方式分析. 2000年學術會議文集
  5. It is 260m long and 20m wide ( including 14m of traffic lanes and 3m of pavement of each side ) with a designed load of grade 20 of automobile and grade 100 of trailer

    橋梁全長260米,寬20米,其中行車道14米,兩邊人行道各3米,設計荷載為汽車- 20級,掛車- 100級。
  6. There are many materials and members to be hoisted during construction of the suspension bridge, unfortunately, the out - spread overhead curved cable makes it impossible for hoisting the stiffening girder with normal cable - supported lift. in order to ensure the construction proceeded smoothly, a multifunctional overhead cableway system is developed, thus accommodating all the hoisting tasks for the superstructure ( stiffening girder )

    懸索施工中需要吊裝的材料和構件很多,豐都江大懸索主纜採用空間外張式,使加勁的吊裝不能採用一般的纜載吊機形式,為使施工的順利進行,本施工中開發了多功能高架索道施工方案,以一副索道完成了多種工作,面解決了上部結構(包括加勁)的多項吊裝作業。
  7. It s known all over taiwan because of the many romantic love stories set here, and in days gone by, almost every photographic studio in taiwan offered a scene of an arched bridge over the ai river and luxuriant coconut palms as a backdrop for photos

    雖然只有十餘公里,但因沿岸即高雄最早的發跡地,期是當地人休憩的中心,許多浪漫愛情故事也發源於此,聞名臺。早年省的照相館幾乎每家都有愛河拱型扶疏椰林的棚景。
  8. Chang da railway, ha da and sheng da highway run through the city from south to north, the convenient traffic sets up a bridge for wafangdian guang yang bearing group to domestic and international markets

    大鐵路,哈大公路和沈大高速公路縱貫南北,便利的交通為瓦房店光陽軸承集團架起了通向國走向世界的
  9. Making reference to the anqing changjiang river highway bridge construction and the construction control, firstly, this paper studies the philosophy of the cable - stayed bridge construction control simulation analysis systematically, and pays much attention to the theory of simulating the construction process : backward analysis and forward analysis. then on the basis of introducing the construction process of the anqing changjiang river highway bridge, analysis the construction course fully, and analysis comparatively the result of each girder segment construction simulation, and study the variation philosophy of the line style of large cable - stayed bridge during construction

    本文緊密結合安慶江公路大的主施工及施工控制實踐,首先系統地分析了斜拉施工控制模擬計算的整體思路,並重點分析探討了斜拉施工過程計算的理論:理想倒退分析和實時前進分析,然後在介紹安慶江公路大施工過程的基礎上,面地計算分析了的施工過程,並且應用施工過程計算結果,對每一個段的施工模擬工況進行對比分析,研究了大跨度鋼斜拉在施工過程中的線形變化規律。
  10. 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

    半整體式臺無縫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100mpc半整體式臺無縫為實例,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,模擬受力和變形特點;同時建立與此對應的有伸縮縫和整體式臺無縫有限元模型,通過三種型同步加載對比分析,研究半整體式臺無縫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:半整體式臺無縫的剪力、彎矩、撓度和下部結構的軸力與相近,結構整體剛度增大,併除去了伸縮縫病害;但主增加了軸力,下部結構剪力、彎矩較大;綜合分析是一種受力合理有實踐和推廣價值的型。
  11. Only to do mis, the value of prestressed force is designed suitable, the capability that the prestressed concrete structure bears weight, security, and dependability, economy and service life of the structure can be convinced

    只有準確地估計索預應力損失大小,才能合理地進行結構預應力設計,保證預應力混凝土結構的承載能力,確保結構的安性、可靠性、經濟性和使用壽命。
  12. New roads, expressways and bridges, including the world s longest suspension bridge carrying road and rail traffic

    建造新道路快速公路和,包括世界最的道路和鐵路共用吊
  13. It has also pounded the keys, devices, disposition of surveyed spots, measure method and procedures, data gathering and process ( relation with construction workmanship ), error analysis and adjustment, control precision and rules, mechanism and method of control, tables of records, results and discussion. after completion, the bridge has good behaviors in dead loads state, cable forces, shape style of main beam, stress and strain of concerned sections, displacements of the tower top, which assure the reasonable state of cables, main girder and towers, and safe under running, demonstrate supervision

    通過課題研究與實運用,荊州江公路大斜拉施工過程各狀態和成恆載狀態下,斜拉索索力、主線形、主關鍵截面應變、索塔塔頂水平偏位等關鍵項目的施工控制結果均滿足設計期望值的要求,滿足施工范圍的要求,大線形流暢,斜拉索、主和索塔三大體系的受力狀態合理,結構安可靠,大的監測監控取得了圓滿成功,並為該營運階段的期監測監控奠定了良好的基礎。
  14. The measurement of deflection of a bridge is crucial constituent part in the monitoring of bridges. the majority of existing methods about bridge deflection measurement can not accomplish the real - time and long - range measurement. the ultrasonic method based on connected pipes still has shortage in precision and speed of measurement. to satify the need of deflection measurement of the dafosi bridge of changjiang river, an opto - electronic measurement method is to be used to improve on the method based on connected pipes. furthermore, we will design an automatic opto - electronic deflection measurement system based on connected pipes which can be practised in the long - span bridge

    大型的安監測具有重要的現實意義,而撓度監測是監測的一個重要的組成部分。目前現有的許多撓度測量方法還不能實現實時遠程監測,已有的連通管式超聲波法還存在著精度較低,測速慢等不足。針對大佛寺江大撓度測量的需要,在此採用精度較高的光電測量方法結合連通管的優點加以改進。
  15. Its main span, which is 60m long, is made up of prestressed concrete continuous beam. the fourth pier, one of the main piers, adopts the compound foundation constituted with double - siding steel cofferdam and drilled shafts which stands on the deep - water and slopping river bed where geological condition is very complex, so the cofferdam has the trend of slippage

    渝懷鐵路第20標段阿蓬江大343 . 06m ,主跨為60m的預應力混凝土連續, 4 #墩是其一個主墩,基礎採用雙壁鋼圍堰與鉆孔樁相結合的復合基礎。
  16. In this paper the purpose and significance of design checking is emphasized first, then the developing status and the basic method of bridge rotation construction. combining with the basic analysis process of fem, the author clarifies the reality significance and developing foreground on studying the bridge rotation construction and analyses some problems in present design. with computer and fem the author optimized the preliminary sketch of a bridge - huanglingdong bridge in changyang county, hubei province

    文首先強調了設計驗算的目的和意義,介紹了轉體施工的發展現狀,基本方法,結構靜力學有限元的基本分析過程,闡明了研究轉體施工的現實意義與發展前景,分析了目前設計中存在的一些問題,並藉助電子計算機,利用有限元方法,對轉體施工? ?湖北省陽縣黃陵洞大初步設計進行了結構驗算及優化。
  17. New type semi - integral abutment bridge cancels expansion joints ( including the expansion joints between end beam and abutment ), and shifts away the beam thermal movements to the end of the run - on slab, which are absorbed by soil body of definite length range behind the abutment

    新型半整體式無縫取消了伸縮縫(包括端和臺之間的伸縮縫) ,將主臺和搭板緊密相連,採用斜置搭板,將體變形延至搭板末端,通過臺后一定度范圍的土體來吸納的伸縮變形。
  18. It is especially important to carry out health monitoring and safety evaluation in service period of bridges due to the decrease of bridges ’ safety resulting from exterior factors such as vehicles, wind and interior factors such as fatigue effect

    的建造和期服役過程中,由於受到車輛、風、人為等外部因素以及材料性能的退化、疲勞效應等內部因素的影響,結構的安性、適用性和耐久性有很大的降低,因此,健康監測及安評估尤為重要。
  19. The organizing committee, the executive secretary of tritium hong he said : competition outstanding entries will be compiled " china native dishes encyclopaedia ", while a master powerful free food for the chinese arts and cultural festival organizing committee compiled by the exclusive " chinese food culture distinguished personalities " while recording " 100, 000 chinese chefs linked list. " rich and colorful activities, in addition to games and interactive projects, will hold the peak catering industry development forum, culinary performances unique skills for the industry enterprise business built a display of skills and products bridges, establish communications link exchanges

    組委會執行秘書何虹氚先生表示:大賽優秀作品將被收錄《中國鄉土菜大》 ,同時將實力派的大師免費入編中華藝術文化美食節組委會獨家編撰的《中華美食文化傑出人物》同時將錄入《 10萬中國廚師聯系冊》 ,各類活動豐富多彩,除了比賽和互動項目外,還將舉辦餐飲行業的高峰發展論壇、廚藝絕活表演等,為業界的企業商家搭建了一座展示技藝和產品的,建立交流互通的紐帶。
  20. In the course of expanding its legal service to overseas markets, jin ding partners maintains close working relationships with law firms from hong kong, the united kingdom, the united states and other countries

    本所亦與香港英國美國等地的律師事務所建立起久有效的合作關系。本所在為客戶提供面優質法律服務的同時,亦為所服務的客戶之間構築了經濟與商務交往的
分享友人