頂點條件 的英文怎麼說

中文拼音 [dǐngdiǎntiáojiàn]
頂點條件 英文
vertex condition
  • 頂 : 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...
  • 點 : 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「、」）...
  • 條 : Ⅰ名詞1 （細長的樹枝） twig 2 （條子） slip; strip 3 （分項目的） item; article 4 （層次; 秩序; 條...
  • 件 : Ⅰ量詞（用於個體事物） piece; article; item Ⅱ名詞1. （指可以一一計算的事物） 2. （文件） letter; correspondence; paper; document
  • 頂點 : apex; zenith; acme; vertex; corner; tip top; pinnacle; acnode; perfoot; top; grand climax; full; ...
  • 條件 : 1. （客觀的因素） condition; term; factor 2. （提出的要求） requirement; prerequisite; qualification
  1. The paper will study the upper questions based on the two interconnection networks. first, we give a fault - tolerant routing algorithm under the connectivity of the crossed cube in o ( n ) time and the length of the longest routing path ; second, with the rapid progress in vlsi, the failing probability of processors and links is very low, the traditional connectivity underestimates the resilience of large networks / here by applying the concept " conditional connectivity " introduce by harary, we show that the n - crossed cube can tolerate up to 2n - 3 ( n > 2 ) processors failure and remain connected provide that all the neighbors of each processor do not ' fail at the same time, the result is the same as the hypercube. we also give a related algorithm in o ( n ) time, and the length of the longest path ; third, we apply cluster faun tolerance introduced by q. - p

    根據menger定理， n -維交叉立方體可以容納n - 1個故障頂點，我們給出了它的時間復雜度為o （ n ）的容錯路由選擇演算法及其最長路徑長度分析；在此基礎上本文證明， n -維交叉立方體的條件連通度為2n - 2 （ n 2 ） ，並給出了相應時間復雜度為o （ n ）的演算法及其最長路徑長度；除此之外，本文還證明當n -維交叉立方體中的故障簇個數不大於n - 1 ，其直徑不大於1 ，故障頂點總數不超過2n - 3 （ n 2 ）時，交叉立方體中任兩個無故障頂點都至少有一條可靠路徑。
  2. Methods of exploring the number of isosceles triangle ' s top points

    探究符合某些條件的等腰三角形頂點個數的方法
  3. She dressed herself in a worn shirt - waist of dotted blue percale, a skirt of light - brown serge rather faded, and a small straw hat which she had worn all summer at columbia city

    她穿上了一件藍點子細布舊上衣，一條褪了色的淡咖啡嗶嘰裙子，和一頂她在哥倫比亞城戴了一夏天的小草帽。
  4. The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio

    基於上述分析，本次試驗通過五個外包鋼混凝土邊節點1 4比例模型的偽靜力試驗，以柱的軸壓比、梁角鋼布置形式、配箍率等為主要參數，分析外包鋼混凝土現澆框架一般層邊節點在中高軸壓比（ n = 0 . 3 、 0 . 5 、 0 . 6 ）條件下，節點的抗剪機理、破壞模式、變形能力、承載能力和角鋼錨固的可靠性；分析了頂層邊節點在張開彎矩作用下的工作性能、破壞模式和抗剪承載力；分析了試驗節點的滯回性能和耗能能力。
  5. Four strong logistics operating bodies are described, namely large third - party logistics firms, logistics agencies of large manufactories, distribution centres of huge enterprise chains in headquarters, top management consulting agencies and information technological companies ; the operating characteristics and modes of the four types of logistics supply chains are discussed ; the fundamental conditions, operating characteristics, advantages, and applicable conditions of various logistics supply chains are detailed

    摘要闡述了作為我國物流供應鏈領導者的四個強勢物流經營主體，它們是大型第三方物流企業、大型製造企業的物流機構、大型連鎖企業總部配送中心和頂尖的管理咨詢公司或頂尖信息技術公司；論述了以不同強勢物流經營主體為主導的物流供應鏈4種類型的運作模式的特徵和方式，重點對各種物流供應鏈類型的基礎條件、管理內容、管理方式及實施操作等內容進行了深入探討。
  6. In this thesis, first, reasons and factors for the stability of loose rock dams were summarized according to the field surveys and certain expert ' s experiences. then, researches on block stability problems were reviewed, and according to the relationship between grain size and incipient velocity, it is found that the block weight is in direct proportion to 6 - 9 power of incipient velocity, and 50 % increase of the velocity will result in about 40 times change of the block weight. after that, experiments were conducted in a flume, focusing on the relationship between incipient velocity and some main factors including block weight, water depth over the dam, cross - section size, block material and river bed material

    本文首先根據散拋石壩損毀情況的現場調查資料，結合有關專家多年的整治經驗，總結出壩體的損毀原因及影響因素；對現有塊體穩定性的研究成果進行回顧和總結，並針對散拋石壩的直接損毀現象，結合山區河流的水流、地形特點，利用塊體粒徑與起動流速的關系，提出塊體穩定重量與起動流速高次方成正比的概念，流速50的增長可能導致塊體穩定重量接近40倍的變化；通過二維變坡水槽試驗，研究了壩體穩定的主要影響因素，包括塊體重量、壩頂水深、斷面尺寸、塊體材料（塊石和卵石兩種） 、護底等，結果表明對于山區河流，試圖僅僅通過增加壩體單個塊體重量或斷面尺寸來提高壩體穩定性效果甚微；最後，根據西部地區的自然、經濟、交通等條件，提出可以採用柔性混凝土鉸鏈體等一類整體性較好的護面層作為散拋石壩的防沖毀措施，以期取得良好的工程效果。
  7. 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的錨跨張力控制方法，即通過在油壓千斤頂后加壓力傳感器，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的難題；建立了錨跨索股索力的精確計算模型，分析了索股的邊界條件、斜度、垂度、抗彎剛度及環境溫度對索股頻率的影響，解決了弦振法在大跨徑懸索橋索力測試中的應用問題；在上述研究成果的基礎上，研製出了錨跨張力控制系統，該系統具有穩定可靠，精度高，使用方便等特點，它的投入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的、可靠的手段。
  8. Then we discuss eight properties of basis graph of quasi - fuzzy graph matroid. they demonstrate connection properties, vertex distance, determining the label numbers of the vertices and path existing properties

    這八條性質定理分別討論的是準模糊圖擬陣的基圖的連通性，頂點距離計算的充要條件，頂點標號的確定，路的存在性。
  9. Series of numerical examples are tested and the results are compared with that of some other algorithms

    在最小生成樹的基礎上，將超過度約束的頂點降低度數使之滿足度約束條件。
  10. 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

    該演算法的特點在於充分利用了兩個激光測距雷達的不同安裝位置、不同解析度對障礙檢測造成的有利條件，將多目標跟蹤的理論和技術融入障礙檢測的軟體框架中，並結合d - s證據理論融合多測量周期的識別結果，由頂雷達建立障礙的初始航跡，而底雷達進行航跡的跟蹤和維持。
  11. In order to optimize the parameters of running top coal under different coal and gangue fragmental size, on the basis of measuring and analyzing the distribution character of top - coal fragmental size, running top coal was studied for the coal seam with dead - unconsolidated thin sandstone roof by loose medium model experiment

    摘要為了優化不同煤矸塊度條件下的放煤工藝參數，在實測分析頂煤破斷塊度分佈特點的基礎上，採用散體模型試驗的方法對煤層頂板為極鬆散細砂巖條件下的放煤工藝進行了研究。
  12. In the case of 16 boundaries, cubic b - spline function taken as trial function, the solutions to nonlinear stability of truncated conical shells and spherical shells with variable thickness were obtained by the method of point collocation

    在16種邊界條件下，以三次b樣條函數為試函數，用配點法計算變厚度開頂圓錐殼和球殼的非線性穩定。
  13. In the process of degree reduction, two cases are considered respectively, one of which is about the case without conditions of endpoint interpolations, the other of which is about the case with conditions of endpoint interpolations of higher orders

    兩種方法均考慮了不帶端點插值條件和具有端點高階插值條件的情形，並給出了降階said - ball曲線控制頂點的顯示表示式。
  14. The mechanic character, destroying pattern, the ductile and dissipation energy capacity of this composite structure under the earthquake have been clarified. the stiffness degradation, natural frequency, damping ratio of this structural system with the development of intensity of earthquake have also been investigated. with consideration of the top displacement, drift of story and micro - strain of longitude steel bars, the equivalent shell wall method has been presented in order to simplify the design of such type structure

    通過試驗，掌握了該結構體系在水平地震荷載作用下的受力特點、變形與耗能性能、結構的破壞形態等力學指標：得到了結構在不同地震烈度條件下的剛度變化、自振頻率、阻尼比等動力特性；綜合結構的頂點位移、層間轉角以及鋼筋的微應變，提出了適合於該結構體系簡化設計的「等效剪力墻法」 。
  15. By seven a. m. on may 29, the initiates had purchased 24 tons of relief supplies and delivered them to the taoyuan center. the items included 3, 571 family tents, 10, 000 blankets and 194 warm winter jackets. fellow initiates from all parts of formosa came and worked through the night packing the materials into crates

    29日上午七時，總重約達二十四噸的救援物資送達桃園小中心，該批包括家庭用帳篷三千五百七十一頂、毛毯一萬條及厚暖冬季夾克一百九十四件的物資，由來自福爾摩沙各地的同修徹夜趕工，幫忙各項打包、裝箱等工作，並於次日下午兩點由六輛大卡車載運至桃園中正機場倉儲。
  16. Several authors observed that the assumptions of theorem a imply stronger cycle properties. hendry [ 3 ] ( and, later on independently ambartsumian et al [ 11 ] ) proved the following theorem : theorem b [ 3 ], [ 11 ] every connected, locally connected claw - free graph on at least three vertices is fully cycle extendable

    后來，許多圖論專家發現該定理的條件暗含著更強的圈性質，其中hendry [ 3 ] （后來ambartsumianetal獨立地）證明了下面的定理：定理b頂點數不小於3的連通、局部連通的無爪圖是完全圈可擴的
  17. Besides, compariative analysis was carried out on ductility and energy comsumption of the interior joints on the top story with 90 ? bent hooks, exterior joints in the intermediate stories with different detailing of longintudinal reinforcement in the columns, and the knee joints with different lap splices in the beam and the column under negative moments. seismic anchorage and lap splices schemes were presented for the longitudinal rebars in the joint core

    此外重點對不同條件下中間層端節點梁筋帶90彎折錨固端的試驗結果、頂層中節點採取不同柱筋構造方案的試驗結果以及樑柱負彎矩筋採取不同搭接方案的頂層端節點的試驗結果的延性和耗能性進行了對比分析。
  18. It is suggested that the design of vertical bearing capacity should be in terms of permissible settlement of piles, or according to the real side friction distribution of piles

    在保證樁身強度和穩定的條件下，宜以樁頂容許沉降為控制條件進行設計，或者按照樁側阻力的分佈特點進行設計。
  19. 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

    結合圖的一個或多個參數，許多文獻都給出了若干上可嵌入圖類，即給出了最大虧格達到最好上界[ （ g ） 2 ]的圖類；或給出一些圖類的最大虧格的較好下界。本文的第一個主要結果，根據圖的頂點劃分和點的度的條件，研究圖的上可嵌入性。
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