潤揚長江大橋 的英文怎麼說

中文拼音 [rùnyángzhǎngjiāngdàqiáo]
潤揚長江大橋 英文
runyang bridge
  • 潤 : Ⅰ形容詞（細膩光滑; 滋潤） moist; smooth; sleek Ⅱ動詞1 （加油或水 使不幹枯） moisten; lubricate 2 ...
  • 揚 : Ⅰ動詞1 （高舉; 往上升） raise 2 （往上拋撒） throw up and scatter; winnow 3 （傳播出去） spread; ...
  • 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;...
  • 江 : 名詞1. （大河） （large） river 2. （指長江） the changjiang [yangtze] river 3. （姓氏） a surname
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 長江 : the changjiang river; the yangtse river長江鱘 acipenser dabryanus
  1. The nancha suspending - gay bridge of the changjiang road - bridge in jiangshu runyang, with a main span of 1490m, ranks first in china, third in the world. the north rivets, only 250m from the main stream of changjiang, have a tight liaison with the waterpower of it. especially, in this area, the face of rocks undulates a lot and exist fault - fabric. the soil there has apparent difference with the trend of water. the base - hole of north rivets can be named a super - deep one, with a 60m length, 50m widths, and 48m depths. the fence of the base takes advantages of the rectangular underground continuous wall structure and succeeds

    江蘇潤揚長江公路大橋南汊懸索橋，主跨1490m ，居中國第一，世界第三。該橋的北錨碇距長江幹流僅250m ，與長江水力聯系密切，錨碇區水文、地質情況復雜，表層淤泥質土及松軟粘土層較厚，基巖頂面起伏較大，且存在斷裂構造，土層具明顯的流變特性。北錨碇基坑為長60m 、寬50m 、深48m的矩形超深基坑，其基礎圍護在國內首次採用矩形地下連續墻結構，並獲得成功。
  2. Runyang changjiang highway bridge is a main bridge of across changjiang in jiangshu province, with six lances for 100km per hour designing vehicle speed. it ' s deep - large rivet foundation at the north embankment, in shiye, zhenjiang. is a important part of the suspension bridge

    潤揚長江公路大橋是江蘇省「四縱四橫四聯」的公路主骨架和跨長江通道的重要組成部分；是一座設計車速為100km h的六車道高速公路特大橋。
  3. By taking runyang bridge over the yangtze river as example, effects of some factors such as the static wind action, wind speed spatial non - uniformity, and the cable ' s wind load on the, aerodynamic stability of the bridge are investigated analytically

    以潤揚長江大橋為例，通過分析揭示了靜風效應、風速空間分佈的非均勻性以及纜索風荷載等因素對大跨徑懸索橋空氣動力穩定性的影響。
  4. This paper aims to develop a three - dimensional finite element ( fe ) model of runyang cabled - stayed bridge for structural health monitoring ( shm ) and condition assessment

    摘要本文主要研究潤揚長江大橋北汊斜拉橋以結構健康監測和狀態評估為目標的空間有限元模型建立過程中的一些基礎性問題。
  5. The dynamic charactersistics of runyang suspension bridge are studied according to the real time monitoring system, and the frf is reconstructed by a few principal components

    具體針對潤揚長江大橋，結合實時監測系統的測點布置，對南漢懸索橋進行了動力特性分析，根據降維后的較少主元對結構頻響進行重構。
  6. The main features of the frf of long span runyang bridge, which has 1 024 dimensions, can be extracted by 27 or 17 principal components, and the reconstruction error is acceptable

    對于大跨斜拉橋（潤揚長江大橋北漢斜拉橋）的1024維頻響函數可以僅用27個（或17個）主元來提取其主要特徵，精度可滿足工程需要。
  7. Shanghai automotive co., owner of a fifth of general motors main china car plant, said its parent had won regulatory approval to shift its 70 percent stake in the listed firm to another unit

    潤揚長江大橋開通以後，揚州客車工業將融入長三角汽車產業集群，這對改變我市客車產業現狀，推動以客車工業為頭的製造業的發展意義深遠。
  8. The dynamic behavior of a long span cable - stayed bridge ( north bridge of runyang yangtse river bridge ) is calculated, the frequency response function ( frf ) is compressed using principal component analysis ( pca ), and the frf is then reconstructed based on a few, principal components

    摘要針對潤揚長江大橋北漢斜拉橋進行動力分析，採用主元分析對其頻響函數進行了有效降維，並根據降維后的主元重構了結構頻響。
  9. In development of deep foundation engineering, it is necessary introduce information construction method into the deep foundation engineering, for reducing the pit trouble. the information construction method is a kind of moderon construcion management way to make use of system engineering, includes the informationg acquisition back coupling, back analysis, control and decision. the research is for example runyang changjiang river highway bridege, expounds the method how to apply the information construction method into the practice engineering, at the same time, discussing some the factor of influcing the deep foundation stability how to influce the deep foundation ' s stability. form the research, we have some following results : 1. in construction process of super and deep pit, super pore water pressure creation has related to outside load, soil layer conditions, and underground water level

    在深基坑工程建設迅速發展的同時，為了減少基坑事故的發生，需要將信息化施工這一理念引進到基坑工程的施工過程中，信息化施工是運用系統工程施工的一種現代化施工管理辦法，包括信息採集（監測） 、反饋、反分析（預測） 、控制與決策等幾方面的內容，本文以在建的潤揚長江大橋北錨錠深基坑工程為例，系統的闡述了這一施工理念在實際工程的具體應用過程，並通過這一應用過程探討影響基坑工程安全穩定的相關因素對基坑的影響程度。
  10. In view of geological and hydro - geological situations of the south anchor runyang yangtze river highway bridge, the paper bring forward mathematical model and calculation method of double deck structure groundwater, which can be used to lively calculate every layer ' s water table, so that we can realize every layer ' s settlement calculation and control ; establish the inter relationship between non - linear physical - mechanics parameter and hydro - geological parameter, objectively describe the non - linear change process of the porosity, hydraulic conductivity, specific storativity in the process of soil dewater and concretion

    針對潤揚長江公路大橋南錨場地地質、水文地質條件提出了雙層結構地下水運動的數學模型和計算方法，該方法可以實時計算出各分層的地下水位，實現了各分層沉降計算與控制研究；建立了土層非線性物理力學參數與水文地質參數之間的內在聯系，客觀地描述土層降水? ?固結過程中孔隙度、滲透系數和貯水率等參數非線性變化過程。
  11. Vertical bearer and resisted wind bearer of bracing girder of runyang changjiang highway wire suspension bridge

    潤揚長江公路大橋南汊懸索橋加勁梁豎向支座和抗風支座
  12. This thesis, based on the true three - dimension consolidation theory namely biot ' s consolidation theory, adopting duncan - chang model and non - thickness goodman friction element, compiles practical 3d non - linear fem program. the conceptual geological model is established according to the north anchorage and feature of its foundation soil in zhenjiang - yangzhou yangtse bridge

    本文從「真三維固結理論」即比奧固結理論出發，採用鄧肯-張e模型和無厚度的古德曼（ goodman ）接觸面單元編制了三維非線性有限元程序實用程序biot2000 ，並結合潤揚長江公路大橋南汊橋北錨碇及地基土的組成結構特徵建立了概化地質模型。
  13. The dewater calculation result of the south anchor of runyang yangtze river highway bridge ' s shows that the double deck structure model provide a new method to the non linear coupling calculation of deep foundation pit dewater and settlement, forecast and control the distortion of the soil in the pit, engineering construction and design

    潤揚長江公路大橋南錨基坑工程降水計算表明，雙層結構模型為深基坑降水與沉降的非線性耦合計算，基坑土體變形預測、控制，工程施工和設計提供了新的計算分析途經。
分享友人
分享到 Line

分享到臉書