feature of bridge 中文意思是什麼
feature of bridge
解釋
駕駛臺式樣-
A feature of the bridge is its specially designed aerofoil shaped deck
青馬大橋的其中一項設計特式是其翼式橋面。 -
Based on the special load of the contactless system, this paper analyses and contrasts the principle and feature of the series and parallel resonance circuit. design the high frequency full - bridge series resonance converter and make the main circuit apply to the contactless electrical power deliver system and analyses the process of the main circuit in detail
根據無接觸電能傳輸系統特殊的負載特性，詳細分析並對比了並聯和串聯逆變器的工作原理及電路特點，設計出應用於無接觸系統中的高頻全橋串聯諧振逆變器的拓撲結構，進而設計並製作了系統的主電路，詳細的分析了主電路的工作過程。 -
The stamps feature the tsing ma bridge, a major hong kong landmark that has won international acclaim for its architectural design. while maintaining the inaugural format as per their first issue, the four stamps produce different printing effects. variations are made by using optical variable ink for the texts of " $ 10, hong kong, china ", or by the modification of the background colour
郵票仍是首日發行時的青馬大橋香港的一個主要地標，舉世矚目的一座跨海吊橋分別只在於郵票上以不同顏色的幻變油墨印刷的文字： $ 10中國香港及hongkong ， china ，又或郵票的底色有別于首日發行時的顏色。 -
They are combination of co - transfection with rhe and gfp expressing plasmids, co - transfection with rhc and gfp expressing plasmids and co - transfection with plasmids rhe and rhc and gfp expressing plasmids at the same time. whichever the combination may be, we always observed the phenomena of chromatin bridge in co - transfected cells. these results indicate that the phenomena of chromatin bridge should be the characteristic feature of deficiency in the human smc subunits
這時，存在三種可能的情況，即共轉染rhe和pedna3 . 1 * kc 、共轉染rhc和pedna3 . 1 + kg 、共轉染rhe和rhc和pc洲a3 . 1 + kg ，但都觀察到明顯的染色質橋現象，進一步證明這種表型是人集縮素中smc亞基的缺陷的特徵表型。 -
To aim at this problem, in term to the feature of fatigue loading of bridge, this paper, on the base of analysis of current bridge reinforcement, makes a relative system experiment research and theory analysis for the fatigue performance of cfrp - strengthened concrete beam
本文針對這個問題，在分析現有橋梁結構加固方法的基礎上，根據橋梁承受疲勞荷載的特點，對碳纖維布加固混凝土梁的疲勞性能進行了比較系統的試驗研究和理論分析。 -
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。 -
The main contents include inherent vibration feature, stability characters, effect of geometry non - linearity and the tower obliquity, impact of system different temperature and local different temperature etc. the result in the article will provide the design references for the project of no back - stays & inclined pylon cable - stayed bridge
本文的主要工作有:介紹無背索斜塔斜拉橋的自振特性，全橋模型在荷載下的穩定性特徵，結構幾何非線性的影響，斜塔傾角對結構的影響，體系溫差和局部溫差對結構的影響等。 -
The roundabout located at the end of bridge has 18 egg - shaped glass fountains of different sizes. the special feature of the roundabout established one of the most significant landmarks in taipa
?旋處位於引橋和西灣大橋連接處內建造了18個大小不同的蛋型玻璃噴泉，令?旋處成為?仔島其中一個地標式建築物。 -
Due to the very good computation efficiency of the wp coefficient, it was concluded that feature index of the wp coefficient node energy can satisfactorily meet the needs of bridge health monitoring
認為兩種特徵指標的敏感性相差很小，而小波包系數節點能量特徵指標的計算效率更高，更適合橋梁健康監測中損傷特徵提取的要求。 -
One self - anchored suspension bridge is the subject investigated, the finite element program " midas " is adopted to establish the spatial computation model of the suspension bridge, and the subspace iteration method is used to calculate the natural vibration frequencies and modes of the bridge, the bridge ' s dynamic property and rigidity feature are discussed with the computed results
摘要以某自錨式懸索橋主橋為研究對象，採用midas有限元程序，建立了該橋的空間力學計算模型，利用子空間迭代法計算了該橋梁結構的自振頻率和振型，結合計算結果對橋梁的動力特性和剛度特點進行了討論。 -
Abstract : by multi - parameter testing and analysis of model of cable - stayed bridge, this paper is devoted to the study of the techniques of feature extracting and pattern recognition of its deterioration health condition applied with wavelet transformation
文摘:基於小波理論，通過多參數試驗分析，研究了斜拉橋模型退化狀態的特徵抽取和模式識別技術。 -
Algorithm on runway recognition is based on linear feature extraction and the algorithm on bridge recognition is focused on region character analysis. all of them are robust and realtime
機場跑道的實現演算法主要結合了線狀特徵提取的思路，橋梁識別的演算法則主要結合了區域特徵分析的方法。 -
This paper sets about analyzing and studying the feature of bearing force about kunyu river cable stayed bridge and spread it
本課題是從分析昆玉河斜拉橋受力特點著手並由此展開研究的。 -
According to the design theory of the cable - stayed bridge and to the feature of the cantilever construction the authors propose a construction control method called optimum completion state method ( ocsm ) for rc cable - stayed bridges in the proposed method, the optimum completion state is regarded as the final target of the construction control, and the optimum construction state at each construction stage is taken as the technical route the key of the method is to properly choose or adjust the cable forces the objectives function of optimization is to minimize the elevation error of the girder under the constraint condition that the internal forces ( bending moments ) of the girder are bounded the optimization variables are the cable forces on the basis of the above principles, a optimum model for a construction step is established and cable force adjustments can be found for each construction step in this model, the creep and shrinkage effects of concrete have been considered a bridge example is given which shows that the final state of the bridge is very close to the design aim and that this method is much better than the so - called double - control method the example is a good illustration of the soundness and practical value of the proposed method
根據現代斜拉橋結構設計理論和懸臂施工方法的特點，提出了以最佳成橋狀態作為施工控制的最終目標，以實施最佳施工階段為技術路線，以索力調整為核心內容的斜拉橋施工控制理論，簡稱為最佳成橋狀態法；以斜拉橋主梁標高誤差最小為目標函數，以主梁內力（彎矩）為約束條件，以索力為優化變量，建立了最佳施工階段的索力調整計算模型；推導了考慮徐變收縮效應的索力調整計算公式；用最佳成橋狀態法對一實橋工程進行了施工控制全過程計算研究，得到的成橋狀態與設計目標相當接近，優于該橋以「雙控」為控制目標的實測結果，有力地證明了本文方法的正確性及其工程實際價值 -
Especially the bridge engineering has to be concerned with high, new and difficult technologies. new technologies firstly adopted are post - tensioned prestressed concrete simply - supported box girder, assembly two - way prestressed concrete simply - supported t - girder, reinforced concrete continuous rigid frame, and steel - concrete composite continuous girder. all these have formed a series of new bridge structures taking prestressed concrete simply - supported box girder as main feature
由於秦沈客運專線的特殊技術要求，在鐵路建設史上首次採用了后張法預應力混凝土箱形簡支梁、裝配式雙向預應力混凝土t形簡支梁、鋼筋混凝土剛構連續梁、鋼與混凝土結合連續梁等橋跨結構，形成了以預應力簡支箱梁橋跨結構為主要特徵的一系列橋梁新結構。 -
This paper discusses structure and feature of the crane traveling mechanism of a 1. 5t bridge type stacking crane at a warehouse, analyzes the existing problems and makes improvements to it referring to overhead traveling crane traveling mechanism
摘要分析了某廠倉庫1臺1 . 5t橋式堆垛機大車運行機構的結構、特點、存在的問題，並參考橋式起重機大車運行機構對其進行技術改造。 -
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。 -
Abstract : an experimental investigation of local scour around a new type bridge pier under a clear water regime is presented. the main characteristic feature of flow is relatively large horseshoe vortex flow along the circumference of the pier. and the procession of scour is discussed in this paper. equation for predicting the depth and area of local scour hole is presented. it is significant for evaluating the potential for scour around this type pier
文摘:介紹了一種新型橋墩即多腹薄壁墩的局部沖刷試驗成果.認為橋墩周圍的水流以繞流橋墩的相對較強的馬蹄型漩渦系為主要特徵.並討論了沖刷過程，給出了預測沖坑深度及大小的關系式，可供估算同類型橋墩的沖刷參考 -
Summarizing the development statement of monitoring technology for bridge, based on principle of pulse laser ranger detection and fiber - optic strain measurement, in view of the problem affected by single - chip inherent feature, integrating the goodness of cpld device and single - chip, using a / d converter to measure the count quantization error, a strain measurement system is worked out. the above system chiefly consists of light source, optic fiber sensor, photo detector and signal processing circuit
本文綜述了國內外橋梁監測技術的發展概況，在深入研究脈沖激光測距和光纖應變測試原理的基礎上，針對單片機固有計數頻率低、計數量化誤差大和延時不固定等不足，結合cpld計數頻率高、延時小而固定和單片機控制功能強的優勢，並採用模數轉換技術設計計數量化誤差測量電路，提出了基於激光脈沖時間測量法的光纖應變測量的方案。
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