runyang bridge 中文意思是什麼

runyang bridge 解釋
潤揚長江大橋
  • 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；【...
  1. Construction technology of north anchor foundation pit of runyang bridge

    潤揚大橋北錨碇基坑施工技術
  2. According to the method in paper, roughness of bedrock surface of north anchor pit of runyang bridge is described in quantitative fractal dimension, and the method of determining frictional resistance of the whole anchor under many factors is discussed, which offers a new ideal and approach for precise determination of frictional resistance of rock mass engineering

    依據文中方法，對潤揚大橋北錨碇基坑建基面粗糙度進行了定量分維描述，探討了考慮多種因素條件下整個錨碇摩阻力的確定方法，為巖體工程摩阻力的準確確定探索了一條新的思路和途徑。
  3. Construction technology of north concrete anchor deep foundation pit at south branch of runyang bridge

    潤揚大橋南汊北錨碇深基坑施工技術
  4. Further, static analysis under four different design loads was performed. vibration analysis of runyang yangtse river highway bridge and hongkong tsingma bridge was also given

    在此基礎上，對潤揚懸索橋進行了四種設計荷載工況下的靜力分析。
  5. 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。
  6. 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。
  7. 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。
  8. Combined with the introduction to the condition assessment system on runyang bridge which is the longest suspension bridge in china and sutong bridge which is the longest cable - stayed bridge in the world, the function and its constitution of this system are discussed in detail

    結合潤揚大橋懸索橋（國內最大跨度的懸索橋）及蘇通大橋（世界在建最大跨度的斜拉橋）中的狀態評估系統，介紹了該系統的功能以及模組構成。
  9. Self - balanced capacity test of large cast - in - place pile at runyang major bridge

    潤揚大橋大噸位樁承載力自平衡法試樁研究
  10. 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。
  11. 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。
  12. 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。
  13. 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。
  14. Dewatering design and construction of south anchorage deep foundation pit of runyang bridge

    潤揚大橋懸索橋南錨碇深基坑降水設計與施工
  15. Taking suspension bridge anchor of runyang highway bridge as project background in this paper, considering undulating angle of rock mass structural plane, angle of mean square root slope method is established by exerting fractal geometry theory. fractal dimension of profile of rock mass structural plane is calculated by above method. and roughness degree is described quantitatively, furthermore correlativity between fractal dimension and roughness coefficient ( jrc ) is analyzed

    本文以潤揚大橋懸索橋錨碇摩阻力研究為工程背景，運用分形幾何理論，從巖體結構面起伏角的角度出發，建立了均方根坡度角法測算巖體結構面剖面輪廓線的分維數，定量描述其粗糙程度，並分析了分維數與粗糙度系數jrc之間的相關關系。
  16. Most of the famous bridges ， as runyang bridge, 3rd nanjing bridge, in china were equipped with mageba products

    其產品運用到國內大多數著名橋梁，如潤揚大橋、南京三橋等。
  17. Combined with the development of runyang bridge safety monitoring system, assistant decision - making system structure of " four - base, three - systems, two - form " are analyzed. general structure, function of system and some critical technology used in the system development are studied. 2

    分析了「四庫三系統二形式」輔助決策系統的體系結構，結合潤揚大橋安全監控輔助決策系統的開發，對系統的總體結構、功能劃分及開發中採用的一些關鍵技術進行研究。
  18. Combined with the status of development and research of safety monitoring assistant decision - making system, and the character of runyang bridge, the model, model base management system, assistant decision - making and visualization of safety monitoring data of lower part structure of runyang bridge safety monitoring assistant decision - making system are studied widely

    結合國內外橋梁安全監控輔助決策系統的研究與發展狀況，根據潤揚大橋工程的實際特點，對潤揚大橋安全監控輔助決策系統的模型、模型庫、輔助決策及下部結構監測數據的可視化等進行了廣泛的研究。
  19. 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。
  20. According to runyang bridge engineering, the oop technology is used to designing and developing runyang bridge safety monitoring assist decision - making system. the system makes the setting out surveying and safety monitoring of lower part structure runyang bridge realize intelligence data management, information analysis and assist decision - making. bridge management with reliable base is provided and the bridge construction qualities and safety status can be judged and decided

    從潤揚大橋工程實際出發，利用面向對象的程序開發技術，設計並研製了潤揚大橋安全監控輔助決策系統，使潤揚大橋工程的施工測量和下部結構安全監測實現智能的數據管理、信息分析和輔助決策，該系統能為管理部門對橋梁的施工質量和安全狀況作出評判為輔助決策提供參考依據。
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