頂點的入度 的英文怎麼說

中文拼音 [dǐngdiǎnde]
頂點的入度 英文
indegree of vertex
  • : i 名詞(人體或物體的最上部) crown; peak; top Ⅱ動詞1 (用頭支承) carry on the head 2 (從下面拱...
  • : Ⅰ名詞1 (液體的小滴) drop (of liquid) 2 (細小的痕跡) spot; dot; speck 3 (漢字的筆畫「、」)...
  • : 4次方是 The fourth power of 2 is direction
  • : Ⅰ動詞1 (進來或進去) enter 2 (參加) join; be admitted into; become a member of 3 (合乎) conf...
  • : 度動詞[書面語] (推測; 估計) surmise; estimate
  • 頂點 : apex; zenith; acme; vertex; corner; tip top; pinnacle; acnode; perfoot; top; grand climax; full; ...
  1. The indegree of a vertex v in d is the number of arcs with head.

    VD中V是指以V為頭數目。
  2. Gaston was enjoying himself unreservedly : he was a young man whose heart was in the right place, but his mind had been a little warped by the kind of people he had mixed with in his early days. at one point, i had opted to steel myself, to make my heart and my thoughts immune to the spectacle before my eyes, and to contribute my share to the jollity which seemed to be a dish on the menu

    過不多久,歡樂已經到了,不時可以聽到一些不堪臟話,這種話在某個圈子裡卻被認為是很逗樂,納尼娜,普律當絲和瑪格麗特聽了都為之歡呼。加斯東縱情玩樂,他是一個心地善良青年,但是他頭腦有糊塗。我一真想隨波逐流,不要獨善其身,索性參加到這場如同一盤美餚似歡樂中去算了。
  3. The indegree of a vertex v in d is the number of arcs with head

    V d中v是指以v為頭數目。
  4. All the results can be utilized by engineers, during the designing and construction. the main conclusions are listed as follows : ( 1 ) based on the shortest line between weak interbed and limit of excavation and the location of point of intersection between limit of excavation, classification of weak interbed distribution is set up, and the distance of distribution is defined ; ( 2 ) according to the strength and deformation equivalent principle, influence zone of weak interbed is introduced, and a new method to simulating the weak interbed with thickness is built ; ( 3 ) some quantificational results on influence of weak interbed respectively at crown, right shoulder and right wall are summarized ; ( 4 ) some quantificational results on influence of weak interbed with the distance between weak interbed and limit of excavation 0. 2d, 0. 5d, l. od are gained ; ( 5 ) some quantificational results on influence of weak interbed in the rock mass with confining coefficient 0. 38, 1. 0, 1. 5, 2. 0, 3. 0 are summed up ; ( 6 ) some quantificational results are summarized on influence of the underground surrounding rock mass stability with weak interbed, in the representational surrounding rock mass graded ii, iii, iv ; ( 7 ) according to the studying results some advices are suggested on designing of underground engineering

    主要結論如下: ( 1 )以軟弱夾層到開挖輪廓線最短距離和最短距離線與開挖輪廓線位置為指標對軟弱夾層分佈部進行了分類,並確定了軟弱夾層分佈距離; ( 2 )根據強等效和變形等效原則,引了軟弱夾層影響帶概念,建立了模擬軟弱夾層厚一種新方法; ( 3 )總結出了軟弱夾層分佈在拱、右拱肩、右邊墻時對地下洞室穩定性影響量化指標; ( 4 )分析出了軟弱夾層距開挖輪廓線0 . 2d 、 0 . 5d 、 1 . 0d三種情況對地下洞室穩定性影響量化指標; ( 5 )總結出了在不同側壓力系數( 0 . 38 、 1 . 0 、 1 . 5 、 2 . 0 、 3 . 0 )地應力場中軟弱夾層對穩定性影響量化指標; ( 6 )得出了在、 、代表性圍巖中軟弱夾層對穩定性影響量化結果; ( 7 )根據數值試驗成果提出了在有軟弱夾層圍巖中地下洞室設計原則新內容。
  5. ( 3 ) the optimized strategy analysis on retrieval of gps water vapor the optimized strategy analysis on retrieval of gps water vapor has been carried out under different data processing schemes by using gps observation. the parameters selection problem has been resolved in gps water vapor retrieval process such as the optimum number of adopted igs stations, the relation between single station processing and united station processing, network layout, cut - off angle, zenith delay parameter, period, knot position and so on

    ( 3 ) gps水汽反演優化策略分析利用gps觀測數據,使用多種數據處理方案,進行gps水汽反演優化策略分析,初步解決了進行gps水汽反演中引igs站最佳個數、單站解算和聯合解算關系、網路布局、截止高角、天延遲參數、時段長、節位置等選擇問題。
  6. The force control of suspension bridge anchorage cable is the main contents which will be researched. according to the character of suspen - sion bridge anchorage, three questions is solved in this paper on the basis of the construction control experience of the highway bridge of yichang yanzhi river. firstly, an effective method of cable force control is presented in this paper, which has settled the puzzle of cable force accurate operate through fixing a pressure transducer at the behind of the hydraulic jack. secondly, an exactitude calculation model is founded in this paper. in addition the influence of boundary condition, sag, inclination, flexural rigidity and environment temperature to the cable vibration frequency which make the frequency method could be used to the measurement of cable force. in the end of this paper, a control system of anchorage cable force is developed on the basis of the above research. this system is very steady, credible, high precision and convenient. it is a new and credible method to be used to the force control of sus - pension bridge anchorage cable. in this paper, the conundrum of cable force control has been solved. the fruits are very useful to the development of inland suspension bridge

    提出了一種有效可行錨跨張力控制方法,即通過在油壓千斤后加壓力傳感器,並利用單片機技術進行數據採集,解決了懸索橋錨跨索股初張力精確控制難題;建立了錨跨索股索力精確計算模型,分析了索股邊界條件、斜、垂、抗彎剛及環境溫對索股頻率影響,解決了弦振法在大跨徑懸索橋索力測試中應用問題;在上述研究成果基礎上,研製出了錨跨張力控制系統,該系統具有穩定可靠,精高,使用方便等特,它使用將為我國今後大跨徑懸索橋錨跨張力控制提供一種全新、可靠手段。
  7. I think the water from spa supposed to be warm or hot, not cold. how could the feeling turn out to be this, or is 麗 莎 ' s 淫 水 hoter than 40degree

    麗莎扭腰愈來愈大,毫無先兆,大棒突然又濕又熱小穴中,忽然從"冰涼"水變成熾熱淫水,極端反差令我差叫出聲來。
  8. The algorithm features full utilization of different installation positions and different angular resolutions of the two lrfs by assigning different tasks to them. the top lrf was used to set up the initial trace of new obstacles recognized from the result of d - s evidence theory based multi - period data fusion and the bottom one was used to maintain tracking of obstacles, providing relatively accurate positions of the obstacles

    該演算法在於充分利用了兩個激光測距雷達不同安裝位置、不同解析對障礙檢測造成有利條件,將多目標跟蹤理論和技術融障礙檢測軟體框架中,並結合d - s證據理論融合多測量周期識別結果,由雷達建立障礙初始航跡,而底雷達進行航跡跟蹤和維持。
  9. The 16 - node degenerated iso - parametric element is proposed for the analysis of raft foundation with mid - thick plate. the stiffness matrix of single pile among the pile group can be founded assuming the total contact between the plate and the foundation. and the results of stress and deformation of plate, the force on pile and the settlement of pile bottom can be solved after the finite element disperse for the plate and the establishment of balance equation of pile - raft interaction

    在引16節退化等參元中厚板筏板分析模型基礎了,假定筏板與地基間完全接觸,建立了群樁中單樁樁身剛矩陣,繼而對筏板進行有限元離散得到樁筏共同作用平衡方程,從而求解筏板內力、撓、樁反力、樁端沉降等一系列結果。
  10. The emphasis is given on the studying of the horizontal displacement on the retaining structure consist of piles and anchors, which is a frequent type of retaining structure. it is founded that the rigidity of anchors and magnitude of pre - stress are the main factors which influence the deformation of retaining structures. the optimal design method on pile - anchor systems is presented

    樁錨支護是一種常見基坑支護模式,本文以樁錨支護結構水平位移為重,對支護結構剛、支撐剛與預應力、支護樁土深等對樁水平位移影響進行了分析,指出在樁錨支護體系中,錨桿支撐剛及預應力對基坑變形影響最為明顯,並通過工程實例加以驗證。
  11. In this paper, i will present some algorithms of polyhedral visual hull reconstruction : ( 1 ) polyhedral v isual h ull generation a igorithm b ased one dge - pool - searching, which constrains the 3 - d intersections into the 2 - d planes intersection via the epipolar theory to reduce the complexity a nd c an r educe t he t imes f or c ones t o b e p rejected o nto t he i mage p lanes, i n which we induced the index list to every points on the surface of object, and connected the related points to get sub polygons on surface and in turn get the mesh model, we replace triangulation process of disordered points cloud by edge - pool searching. ; ( 2 ) reconstruction based on degenerated - polygon - intersection, which have the following improvements on traditional bull intersection : using degenerated polygon to orga nize intersected area on cone face, which may be discontinuous ; a fast intersection algorithm of polygons on the cone face based on degenerated polygons, which is consistent between the continuous polygons and the discontinuous ones. the intersection of degenerated polygons is similar to the convergence of two ordered lists, which is comparably simple to the bull operation ; ( 3 ) reconstruction algorithm based on ray - tracing, in which all the rays that run through the vertex on silhouette of object will intersect with all the cones correspondent to other silhouette, and we have to calculate the intersection of all such line segments, the endpoints of which are considered to lie on the surface of object and we will get the point cloud on the surface of object

    同時利用共極線原理把三維計算投影到二維平面以降低求交計算復雜,該演算法可以減少光錐向圖像平面投影計算次數,以邊池搜索取代散亂集上進行三角剖分; ( 2 )基於退化多邊形求交多面體可見殼模型重構,系統引退化多邊形概念,把錐體平面交集中不連通部分用一個退化多邊形來表示,並引了新基於退化多邊形求交演算法,與傳統多面體可見殼重構相比,該演算法有以下幾創新:在圖像平面以退化多邊形組織投影錐體和物體輪廓交集,把任意錐面與物體輪廓交集歸一到一個退化多邊形;基於退化多邊形二維平面上多邊形快速相交演算法,該演算法在一定程上就是兩個有序鏈表合併,大大簡化了先前布爾求交計算; ( 3 )基於光線跟蹤演算法,該演算法中所有通過輪廓光線和對應其它圖像輪廓光錐進行求交計算,最後得到每次求交計算得到線段交集,該線段就認為是物體表面,從而得到物體表面雲。
  12. In this paper, three - tower building with name of oriental tunes square in xiamen is analyzed by the international current program sap2000, considering seismic action in two directions. by structural modeling and calculation, the characteristic of vibration of the multi - tower structure is analyzed, the influences of the rigid ratio of the enlarged base to top tower and translation - torsion coupled effects among several towers are investigated, the inter - story displacement, displacement of the top tower and deformation of tower ' s base floor in x and y major orientation under earthquake action are contrasted with those under wind load. at last, the distributing characteristics of stress of transfer plate and of the normal, shearing stress of mostly vertical elements under earthquake action are studied

    本文以具有3個塔樓廈門東方時代廣場為分析對象,採用國際通用有限元分析軟體sap2000進行結構建模和分析,考慮雙向地震動輸,研究結構振動特性,分析底盤與塔樓剛比對結構影響以及多塔之間扭轉效應和平扭耦聯作用,對比風荷載和地震作用下塔樓在兩個結構主軸方向層間位移、位移以及塔樓底層變形,分析地震作用下轉換層樓板應力分佈特及主要豎向構件正應力和剪應力分佈特
  13. For 3d model copyright protection, we propose a robust watermarking algorithm for 3d models which embeds watermark information by perturbing the distance between the vertices of the model to the centre of the model

    針對三維模型版權保護應用,我們提出了一種穩健三維模型水印演算法,它通過修改從模型中心到向量長來嵌水印。
  14. With the input of a vibration acceleration history of subway train, a full dynamic analysis of soil - pile - structure is carried out. the propagation of vibration wave on the ground and vibration responses of the huge platform and the storied buildings are analyzed. some conclusions are drawn as follows : ( 1 ) with the increase of the distance to the vibration source, vibration intensity of the ground decreases ; ( 2 ) the vibration intensity of the ground in vertical direction is slightly larger than that in horizontal direction ; ( 3 ) with the increase of the distance to the vibration source, the situation that the vibration intensity of each building in horizontal direction is maximum at highest and lowest story whereas minimum at the middle story changes gradually to that decreasing with the height of building ; ( 4 ) in vertical direction, the vibration velocities and accelerations at the end points of each story of a building are the nominal identical, which indicates that the vertical vibration of them is unanimous ; ( 5 ) the vibration intensity in vertical direction of a building is larger than that in horizontal direction ; ( 6 ) increasing of the elasticity of track is an effective way to abate vibration of ground and buildings

    本文以北京地鐵八王墳車輛段地上超大結構(車輛段大平臺及其上小區樓房)及其地基基礎為研究對象,在研究和分析有關資料基礎上,用快速拉格朗日有限差分法軟體flac建立了二維數值分析模型,並以列車振動加速時程作為模型輸,進行了地基?樁基礎?地上結構整體動力學分析,分析了地鐵列車運行產生振動在地面傳播規律及其對地上結構影響,得到了如下結論: ( 1 )隨著與地鐵線路距離增大,地面振動強有減小趨勢; ( 2 )地面豎直方向振動強較之水平方向略大; ( 3 )隨著與振源距離增大,在水平方向上,地上各幢樓房振動強由底層和最大、中間層最小逐漸過渡到沿樓層增高而減小; ( 4 )在豎直方向上,每幢樓各層端振動速、加速完全相同,表明樓房各層在豎直方向上運動狀態一致; ( 5 )各幢樓房豎直方向振動強比水平方向大; ( 6 )增加軌道彈性是減輕地面和地上建築振動有效途徑。
  15. Combining one or more parameters of a graph, many papers either present some upper embeddable graphs ~ [ 7 - 14 ] that is to say, they present the graphs, whose maximum genus reaches the best upper bound, or, they give a better low bound on the maximum genus of some graphs ~ [ 15 - 31 ] the first major result of this paper is that : combining vertex partition and degree of vertices of graphs, to study the upper embeddablity of graphs

    結合圖一個或多個參數,許多文獻都給出了若干上可嵌圖類,即給出了最大虧格達到最好上界[ ( g ) 2 ]圖類;或給出一些圖類最大虧格較好下界。本文第一個主要結果,根據圖劃分和條件,研究圖上可嵌性。
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