橋址 的英文怎麼說

中文拼音 [qiáozhǐ]
橋址 英文
bridge site
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 址 : 名詞（建築物的位置; 地基） location; site; ground; foundation
  1. Milling width : 90mm mixer tub cubage : 20l

    地址：中國遼寧省大石橋市金橋管理區
  2. Finaiiy, the paper also has introduced the virtua1 worid of windows rs ; j { ? # - - lase / and how to map the 1ogica1 address to physica1 address in protected mode and the interrupt mechanism of protected mode, then the paper has i11ustrated that it is necessary to write virtua1 device driver ( vxd ) in order to access hardware device from the third leve1

    最後，在介紹了windows的虛擬世界，和在保護模式下如何將邏輯地址映射成物理地址，以及保護模式下的中斷機制的基礎上，闡明了在保護模式下應用程序對硬體設備操作驅動程序的必需的中間橋梁作用。
  3. 97 - 15, anping road, anping dist., tainan beside anyi bridge

    住址：安平路97 - 15號（安億橋旁）
  4. Construction of expert consulting system for yellow river crossing project to meet the technology challenge

    玉蒙鐵路曲江峽谷橋位選址及線路方案比選研究
  5. This area includes bita lake ( about 22 km from zhongdian ), napa lake ( about 8 km ), the mountain of a thousand lakes ( about 50 km ), the ruins of king mutian castle in minor zhongdian ( about 36 km ), bigutianchi ( about 51 km ), as well as the twelve railings. also included are the birang valley, red soil fairy cave, buddhism classics preservation hall, white chicken temple, five phoenix mountain, natural bridge, xiagei hot springs, songanlin temple, dabao temple, shudu lake

    包括碧塔海（離中甸縣城22公里） 、納帕海（ 8公里） 、千湖山（離城50公里） 、小中甸木天王城遺址（離城36公里） 、碧沽天池（ 51公里） 、十二欄桿及其詩文，還有碧讓峽谷、赤土仙人洞、藏經堂、白雞寺、五風山、天生橋、下給溫泉、松贊林寺、大寶寺、屬都海等。
  6. Room 811 ， no 1 ， jilong road shanghai waigaoqiao free trade zone

    地址:上海市外高橋保稅區基隆路1號811室。
  7. The legal address of the company : [ ? ], waigaoqiao free trade zone, shanghai, prc

    公司法定地址：中國上海市外高橋保稅區[ ? ] 。
  8. Tour begins at chinatown where you can picture the glamorous history of the early pioneers who arrived from mainland china to begin a new life here. then, we proceed to where the city began gastown ; a place where youll find some of the prestige buildings of the 1870s and the rich history behind it

    早上出發前往北美最大市內公園史丹利公園，公園佔地1000公頃，煤港旁的圖騰公園是拍照留念的最佳之處富濃厚中國色彩的唐人街1986年世界博覽會會址蓋斯鎮獅子門橋及全加最長的騰木吊橋。
  9. The project is situated in the east bank of wushui river between no. 2 and no. 3 bridge in huaihua municipal commodities contribution and interflowing park

    項目選址在舞水二橋、三橋之間的舞水東岸，坐落在懷化市物流園區內。
  10. The engineering geological conditions of the badong changjiang highway bridge are very complex

    摘要巴東長江公路大橋橋址區工程地質條件復雜。
  11. Placed foundation ' s main function is decreasing load and working time, improving project quality and abbreviating time in the bridges whose condition is very bad

    其主要目的是在施工條件惡劣的橋址處即可能地減少水上施工工作量和作業時間，提高工程質量並縮短工期。
  12. 5. precast segmental construction can minimize the impact on natural environment and residential community. interference with existing traffic under bridges during construction is significantly reduced

    （ 5 ）對橋址周圍自然生態環境破壞小；對橋下現有交通及周邊社區環境影響小。
  13. The method described in this paper may simulate real natural wind at the site of bridge using real wind velocity continuous records in short period and putting aside wind spectrum on the base of simulating merit or demerit, then buffeting response has been analysised

    本論文在分析了已有風場模擬方法優缺點的基礎上，沒有採用已有的風譜，僅用橋址處短期的實際風速時程記錄，進而模擬該橋處的實際風場，從而分析橋梁的抖振響應。
  14. In the light of the bridge engineering application, this paper probes into the technology, effects and prospects of rayleigh wave method in the exploration of large and giant bridge sites and illustrate the feasibility and effectiveness of this method in such exploration

    摘要從橋梁工程應用出發，探討了瑞雷波法在大型特大型橋址勘察中應用的技術方法、實際效果和應用前景，說明了瑞雷波法在大型特大型橋址勘察的可行性與有效性。
  15. Exemplified by the application of shallow seismic reflected wave technique to the exploration of haicang bridge in xiamen, this paper makes a preliminary discussion on various aspects of the application of shallow seismic reflected wave technique to the exploration of bridge site in water area

    摘要結合淺層地震反射波法在廈門海滄大橋勘探中應用，對在水域進行橋址淺層地震反射波法勘探中的各方面作一探討，淺談一些認識和體會。
  16. Based on the study of the engineering geological conditions, using fem method to calculate the baseground stress distribution of bridge pier and analysis the stability of slope under different conditions, such as, reset condition, under the bridge load and affected by the changing reservoir water level

    在對橋址區工程地質條件研究的基礎上，採用有限元法方法計算了橋荷載施加前後及水庫水位變動情況下橋址區斜坡應力分佈特徵，並對斜坡穩定性進行了分析。
  17. Based on wind speed observation record with drawback, it is proved that the exponent expressing terrain roughness can be calculated according the monthly maximum wind speed records at various height levels. wind characteristics of bridge site are determined by statistical method

    針對橋址區風速觀測記錄的特點，證明了利用不同高度處月最大風速記錄推算地表粗糙度影響系數的可行性，並對通過最小二乘擬合得到的地表粗糙度影響系數進行統計分析，最終確定橋址區風特性。
  18. According to the result of physical modeling, the regression equation about the decrement of tidal bore height, the percentage of water - resisting area and the distance away from the upstream bridge site is constructed in this paper, the regression equation can be applied in the impact which bridge has on the tidal bore height in qiangtang esturary

    根據模型試驗結果，建立了涌潮高度的減小值與中潮位橋墩阻水面積百分比和上游離橋址距離的多元回歸方程，可供錢塘江河口建橋對涌潮高度的影響計算參考使用。
  19. It is local impact that bridge being built has on the shape of tidal bore, and this local impact can be recovered in the place which is 300 - 500 long upstream bridge. the impact that bridge being built has on the intensity of tidal bore depends on the water - resisting area of bridge. generally the more water - resisting area is and the nearer the place is away from the bridge site, the more impact is on the intensity of tidal bore

    建橋對涌潮形態的影響是局部的，在橋上游300m 500m的范圍內基本可以得到恢復；建橋對涌潮強度的影響主要取決于橋墩阻水面積，一般來講，阻水面積越大，位置離橋址越近，對涌潮強度的影響亦越大。
  20. With checking and optimization, some rational suggestions on bridge location, shape and overall arrangement is put forward. after construction checking, the author also puts forward some requests for construction pre - cove and safety pier setting, at the same time gives optimum design on joint balance pier. construction structure checking indicated that not only the strength and stability coefficient of rotation stiffness framework is affluent, but also the section size

    通過驗算及優化，對該橋推薦方案的橋址、武漢理工大學碩士學位論文橋型及橋梁總體布置提出了合理化的建議;通過施工驗算，對施工預拱度及保險墩的設置提出了要求，對交界平衡墩進行了優化設計;施工結構驗算表明，轉體勁性骨架強度、穩定性富餘系數較大，截面幾何尺寸過大，結構設計過于安全保守，並提出了結構優化的方法，從而大大節省了工程投資，加快了工程進度，增強了橋梁的美觀。
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