斷面線 的英文怎麼說

中文拼音 [duànmiànxiàn]
斷面線 英文
cross hatching line
  • : Ⅰ動詞1 (分成段) break; snap 2 (斷絕;隔斷) break off; cut off; stop 3 (戒除) give up; abstai...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • 斷面 : section; fracture surface; plane of fracture
  1. 187 there are various types of lines on the drawing such as : border lines, visible lines, invisible lines, break lines, phantom lines

    圖上有各種形式的條,諸如:邊框、實、虛、剖、中心、引出、尺寸、假想
  2. Shape definition for snap face curve of twing screw ofcomplete conjugation

    全嚙合雙螺桿幾何形狀的確定
  3. First, the wheelset is fixed and rotated by the device used hi vehicle depot as usual. second, the center line of wheelset axis is determined by a device called axis - center probe. last, the acting device for sensor can draw a whole felloe profile, which is made up of parallel - pole device and rotating - probe

    鑒於此,本文給出了一種全新的測量方案:採用車輛段普遍使用的轉輪器實現被測輪對的定位;採用車軸基準探尺測定被測輪對的軸;採用並聯式伸縮機構和旋轉測頭作為傳感器的執行機構,測定輪輞的輪廓
  4. Railway cross - section surveyed efficiently by photoelectric - telemeter

    光電測距儀實現路橫快速測量
  5. First, according to measured data and literature, the river channel evolution rule and its reasons in the southern branch of the yangtze river are discussed from the perspectives of historic evolution, recent evolution and the tendency prediction of river channel evolution. besides, the local reservoir has been studied from the changes in thalweg and section as well as the calculation of local erosion and deposit. consequently, the stability and feasibility of reservoir construction in the river section are approved

    首先根據大量實測資料及文獻資料,就歷史變遷、近期演變、河演趨勢預測等方,初步探討了長江口南支河段河道演變規律及原因,並具體就深泓的變化、主槽變化、局部沖淤計算等方對擬建水庫局部區域進行了分析,論證了工程河段建設水庫的穩定性及可行性。
  6. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目,從地下空間靜力結構穩定性分析角度出發,針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米,高7 . 5米的地下隧道這一具體工程情況,採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算,探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響,通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖和4個垂直剖等不同情況,從以下幾個方具體分析研究了計算的應力與位移分佈規律: ( 1 )在各種不同狀態下計算的主應力矢量圖、位移分布圖( ux 、 uy )以及應力等值色譜圖( _ 1 、 _ 2 、 _ ( xy ) )等; ( 2 )相同狀態下不同水平與垂直剖的應力_ 1 、 _ 2和_ ( xy )對比分佈曲; ( 3 )不同狀態下相同水平或垂直剖的應力_ 1 、 _ 2和_ ( xy )的對比分佈曲等,為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  7. The whole frame used in this paper is that, first, by using video card, we get a series of b - scan images, then delete the noise in this images. secondly, draw the outline of interesting object in each image by manual, through clicking mouse on screen. thirdly, reconstruct 3d - image using 2d contour

    本文圖像處理採用的總體方案是:首先,運用圖像採集卡從b超儀獲取一系列超聲圖像,然後對超聲圖像進行去噪預處理,再通過人機交互的方式,手工勾畫出各層圖像中感興趣目標的輪廓,並運用三維重構技術進行三維重構,最後運用opengl將三維圖像顯示出來。
  8. Another is curvature - parabolic method according to centrifugal acceleration of the vehicle in settlement section

    另一種是依據汽車在沉降上行駛時的離心加速度來進行控制的曲率拋物法。
  9. For the foundation treatment of the experimental segment of the south shore expressway of the hangzhou bay cross sea bridge, the in situ monitoring has been conducted for more than two years by use of vacuum - surcharge preloading

    摘要結合杭州灣跨海大橋南岸接高速公路試驗段工程,對真空堆載聯合預壓技術處理的試驗進行了長達兩年多的現場測試。
  10. The curves of the consolidation settlement in soft clay base of flood land are gained, which compare the effect of sand drain. the settlement - time curves in different period are also gained, which increase the height of embankment to 8m, based on the test data of hang - yong highway. furthermore, the consolidation settlement characters of these entity engineering are analyzed, and, the variation rules of the rate of grade and degree of the curves in different period in the whole section, the maximal settlement and the liner regression relations between the rate of grade and degree are calculated

    本文利用大變形固結有限元分析程序( lscfea )中的小變形平固結分析單元( sse2 ) ,結合實體工程項目進行了地基固結沉降的有限元計算,分別得出河灘相軟土地基在考慮砂井和未考慮砂井作用下的固結沉降曲及杭甬高速公路試驗段在高堆載情況下的固結沉降曲;並對以上曲特徵進行了分析,得出各時間段曲斜率、角度在整個的變化規律,以及沉降最大值與斜率、角度變化之間的性回歸關系。
  11. In this paper, some characteristics of flow movement and sediment transport are analyzed by using the flume experiment data. the cross section of compound channel can be divided into four regions : the undisturbed region in main channel, the interactive region between channel and plain, the undisturbed region in flood plain and the boundary region. in the undisturbed regions, the distribution of longitudinal velocity along the depth has the feature of lograithmic. whereas, in the interactive region, the longitudinal velocity does not obey the logarithmic distribution law, but it can expressed as a revised logarithmic function by using a wake function. on the basis of the kinematic equation the velocity distribution of transverse velocity is obtained. in the boundary region, the longitudinal velocity obeys the law of parabolic distribution. furthermore, according to the simplified diffusion equation, the transverse distribution of sediment concentration in the interactive region is deduced. the analysis is in good agreement with the measured data

    本文根據漫灘水流的運動特點,將漫灘水流的復式分為主槽平衡區、灘槽交互區、灘地平衡區及邊壁區等4個區,並給出了各區寬度的經驗公式.根據灘槽交互區垂流速分佈的變化特點,提出了附加尾流函數的對數流速分佈公式.在簡化水流運動方程和泥沙擴散方程的基礎上,對灘槽交互區內垂平均流速及含沙量沿橫向分佈進行了理論分析,提出了反映灘槽水流動量交換強度的橫向渦量粘性系數及橫向擴散系數的表達式,得到了漫灘水流垂平均流速及含沙量沿橫向分佈的解析解,並與實測資料吻合較好
  12. Therefore, under the certain condition of the profile of open channel, the size of long and narrow plate and installation, the flux can be achieved from the equal flux curve if the opening angle of the plate and water depth in front of the plate are accurately determined

    在確定渠、細長板尺寸以及安裝布置條件下,只要準確測得細長板開啟角與板前水深,便可利用等流量圖得知此時的流量。
  13. And the result shows that the self - excited loads and the flutter derivatives satisfying the linear relationship as to the streamline section - like thin plate

    結果表明對薄平板這一類近乎流體的,自激力與振動參數之間能較好地滿足性關系。
  14. While the flutter self - excited loads of a bluff section has a quality of obvious nonlinearity. and the application of flutter derivatives to self - excited loads of the bluff section is close to a linear relationship. 5

    而鈍體的顫振自激力高次諧波分量較大,具有較明顯的非性響應特徵,驗證了用顫振導數表示鈍體的自激力只是一種性近似。
  15. Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway, it is set forth the methods about choosing the support system and its parameter, digging methods of underground space, measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt, stress of shot - concrete, supporting pressure of temporary i - steel and stress of steel of the second lining, then, the reason for deformation of the support system induced by sharp increase of i - steel was determined

    摘要結合重慶市輕軌較新大坪車站大跨度地下空間dk7 + 692施工支護體應力監測的工程實例,闡述了該大跨度地下空間支護結構的參數選擇、地下空間的開挖方法、支護體結構的應力量測方法及測試手段;分析了支護體初期支護工字鋼拱應力、錨桿軸力、噴射混凝土內應力、臨時工字鋼支撐應力、二次襯砌鋼筋應力等測試結果和變化規律;確定了工字鋼拱應力急劇增大而可能引起支護體系失穩的原因。
  16. Analyze characterizations of determine set for the social choice function which domain is profiles of linear order. and then prove arrow impossibility theorem with this characterizations

    分析了定義域為性偏好的社會選擇函數的決定集的性質,並用這些性質來證明arrow不可能定理。
  17. Information is collected through the use of special rotating antennae found on the two strands that form the helix and located where each strand intersects with its four ladders

    通過使用在二條里發現的特別旋轉天收集信息,二條形成螺旋狀用它的四個階梯固定在每條橫上。
  18. Literature search is the major method of the research. on technique, it selects typical events that can form some units by time, through which we can investigate cross - sections of reading - education conceptions, and then outspread and recount them by exemplification and generalization, in part and in whole. it tries to comment by material and avoid remarking on empty

    本論文的研究方法主要是歷史文獻研究法,在技術上,以時間為經,切取有代表性的事件組成時間單元,對有影響的閱讀教學觀念思想作橫研究,然後用例舉和概括方式展開敘述,點結合,用材料說話,避免空洞議論。
  19. Through using for reference main research methods of high - speed wheel - rail railway line ' s main technique criteria, this paper studies main technique criteria of maglev railway line, brings forward some advised datum of magelv railway line, and puts up dynamical analysis with computer

    本文主要是通過借鑒高速輪軌鐵路路平縱設計標準的主要研究方法,對高速磁浮鐵路路平縱斷面線形和設計參數值進行研究,提出了一系列設計參數建議值,並在計算機上進行了動力學檢算。
  20. Standard practice for determining the adhesion of print media utilizing mechanical stress : two different test methods - score tape and cross hatch

    利用機械應力測定印刷媒體粘著性的標準規程:兩種不同的試驗方法.劃痕膠帶法和斷面線
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