軸面極點 的英文怎麼說

中文拼音 [zhóumiànjídiǎn]
軸面極點 英文
pole to axial plane
  • 軸 : 軸Ⅰ名詞1. （圓柱形的零件） axle; shaft 2. （對稱部分的直線） axis 3. （圓柱形的纏繞器物） roller; spool Ⅱ量詞（用於纏在軸上的線以及裝裱帶軸子的字畫）
  • 面 : 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...
  • 極 : i 名詞1 （頂點; 盡頭） the utmost point; extreme 2 （地球的南北兩端; 磁體的兩端; 電源或電器上電流...
  • 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「、」）...
  • 極點 : 1 （頂點） limit; top; apotheosis; perfoot; the extreme; the utmost; culminating point; [數學] ve...
  1. The hit spot of elliptic shape appeared on crystal plane paralleling to c axis, and one half was brighter than the other half under sem. the brighter part was the negative pole, and the darker one was the positive pole

    自發極化大的電氣石在平行於c軸的晶面上出現「啞鈴形」或長的「橢圓形」明暗對比的打擊斑，在垂直於c軸的端面上則出現無明暗對比的斑點。
  2. Based on the pseudo - static experimental results of nine abnormal joints, the damage process of abnormal joint is divided into four stages of original crack, entire crack, ultimate state and failure, the effect of axial force ratio, stirrup ratio and height of column section on seismic behavior of abnormal joint are discussed, the conclusion that anti - shear capacity of abnormal joint are studied in entire crack state by studying the minor core of abnormal joint is made, the calculating formula for anti - shear capacity of abnormal joint is proposed with a view to asymmetry in stirrup yield

    摘要根據9個鋼筋混凝土框架異型節點試件的擬靜力試驗結果，指出異型節點受力過程分為初裂、通裂、極限和破壞4個階段；討論了軸壓比、節點核芯配箍率、柱截面高度變化對異型節點抗剪性能的影響；提出應考慮節點核芯區箍筋屈服的不均勻性並在通裂狀態下以「小核芯」為分析單元來研究此類節點抗剪承載力的建議；最終給出了異型節點抗剪承載力的計算公式。
  3. The symmetric values about the imaginary axis of zero - poles which the unstable process lies in the open and closed right - half plane are defined as their mirror - injection

    非穩定過程在開右半平面的零極點關于虛軸的對稱值稱為該零極點的鏡像映射。
  4. This is a newly introduced slight shocking, direct driving centrifugal hyro - extractor. the electric locomotive on its base is semi - closed, internal ventilating, self cooling, weight adding and energy saving. the internal drum and rotational drum are istalled on the axel of the locomotive and drived directly, which effectively decreases energyloss, and simplifies therotation. acontrolling box is used in the machine to start through frequency conversion. and stop through resistance. the showing board shows the rotation speed and adjusts the speed and time. the featues of this machine areenergy saving, durable and repair infrequent. this machine is spcially used for cloth hydroectraction

    本機系最新引進直微震直驅式離心脫水機，它使用半封閉內通風自冷加重型專用節能電機裝于中間底座，內桶及轉鼓裝于電機軸而直接驅動之，有效地減小了多功能損耗，簡化了傳統的多級繁瑣轉動，本機配有一個電控箱機變頻起動，電阻剎車於一體面板有轉速顯示並可調速度及時間，該機特點省電、耐用、維修機會極少，本機適合布匹脫水使用。
  5. Have set up the emulation model of computer that the regional economy simplified was formed and developed from the quantitative angle, utilize the emulation algorithm of the computer : cluster analysis, the hereditary algorithm and ant ' s algorithm, differentiate forming stage, growth stage ( forms growth pole ) and ripe stage of the regional economy of simulation ( axles set out exhibition mode gradually )

    不同經濟實體通過繼承、協作和發展自身慣例形成競爭局面，最終形成區域經濟發展的增長極。最後，利用螞蟻演算法模擬區域經濟成熟階段。在增長極的基礎上形成發展軸，以點帶軸，以軸帶面，最終形成網狀結構。
  6. The method of seeking the ultimate points on intersect - lines of quadratic rotating surfaces whose axes orthogonalized

    軸線正交的二次旋轉面相貫線極限點求法
  7. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  8. The key elements of urban tourism place planning and design comprises a urban destination region, urban tourist generating markets, urban nodes, urban districts, urban circulation routes, and urban gateways. this paper makes preliminary researches on urban tourism spatial structure and its space planning and design. the study conclude mat the evolvement of urban tourism research, the key elements of urban tourism spatial structure, the growth and evolvement of urban tourism spatial structure, the urban tourist flows and its spatial structure, urban leisure spatial structure and urban recreational business districts, the development recreational belt around metropolis, the elements affecting urban tourism place planning and design, urban tourism sustainable development and its spatial development strategies and the models of urban tourism place planning and design, etc. at the last of this paper, combinations of these researches are used in the changzhou urban tourism place planning and design

    本論文對城市旅遊研究概況、城市旅遊空間結構研究的關鍵要素分析、城市旅遊流空間結構、城市休閑空間結構與城市遊憩商業區的開發與發展、城市環城遊憩帶的開發與發展、城市旅遊空間規劃布局的資源、區位、市場和社會經濟等影響和制約因素、城市旅遊空間規劃布局的八大模式： diannedredge （ 1999 ）的單節點、多節點及鏈狀節點城市旅遊微空間規劃布局模式、旅遊城市中心結構的規劃布局模式、增長極模式、點? ?軸模式、城市旅遊圈層模式、環城遊憩帶城市旅遊空間布局規劃模式及如何運用城市旅遊空間發展戰略優化城市旅遊生態環境等方面作出了初步研究，並以常州市為例進行了城市旅遊空間結構分析優化及其空間規劃布局的實證研究。
  9. Firstly, the basic character of the remote filed eddy current is simulated and analyzed in case of two - dimension axial symmetry which approves the existence of remote filed eddy current phenomenon ; the full circumferential defect model is investigated to approve the feasibility of using the rfec techniques to detect the position and depth of defect ; the pit corrosion 、 circumferential and axial crack models are simulated, and the defect character based on voltage plane polar plot and the changes of phase and amplitude are analyzed to supply the standard for defect reconfiguration

    首先，在二維軸對稱情況下模擬與分析了遠場渦流的基本特性，證實了遠場渦流現象的存在;對全周向缺陷的遠場渦流檢測進行了詳細研究，證實了遠場渦流檢測缺陷位置和深度的可行性;對點狀腐蝕、軸向與周向裂紋三種非軸對稱缺陷進行三維有限元模擬，利用相位差和幅值變化曲線與電壓平面極坐標圖對缺陷特徵進行分析，為缺陷形狀重構提供了依據。
  10. Which has high strength, good ductility, impact bearing, erode - bearing, besides, its linear expanding coefficient is almost equivalent to concrete, and it has excellent performance - price ratio etc. this paper is related to 8 rc - poles wrapped by gfrp ( sgfw430 ) and rc - poles are compressed axially, in order to analyze the influence of different stick layer over the pole ' s work performance and the influence between three type axial compress ratio ( 0, 0. 8, 1. 1 ) with one layer gfrp with the contrast poles about limit load - bearing capability, failure state, ductility, section stiffness, restrict losing owing to stress - difference

    其具有強度高，延性好；抗沖擊、耐腐蝕；線膨脹系數與混凝土接近；性能價格比高等多個特點。本文通過8根外包單向gfrp （ sgfw430 ）的rc組合柱，以及混凝土對比柱在軸心荷載作用下的試驗為基礎，具體詳細地分析柱子在粘貼不同層數的高性能玻璃纖維和在不同的軸壓比（ 0 、 0 . 8 、 1 . 1 ）下粘貼一層的高性能玻璃纖維后混凝土組合柱相對對比柱在極限承載能力、破壞形態、延性、截面剛度、應力差帶來的約束損失等方面的變化情況。
  11. In the first stage of exploitation, the spatial development stratagem is that huaian should become a new growth pole in north jiangsu. after huaian has grown to some scale, it is considered that the spatial development should be changed from pole - shape exploitation to pole - axis exploitation, namely building up dual - nuclei spatial structure between huaian and lianyungang. considering that the economic foundation in north jiangsu is still weak, xinyi - huaian - lianyungang growth triangle should be built up to promote the development in north jiangsu after the form of dual - nuclei spatial structure. at the same time, the transformation should be realized from one line - shape exploitation model made up with one - pole - axis to area - shape exploitation model made up with many pole - axis

    最後，立足推動蘇北地區的發展的層面，提出淮安不同階段的空間發展戰略：開發初期，應以構建淮安為蘇北地區的新增長極的點狀開發戰略為主；等到淮安發展到一定階段，應考慮由點狀開發向點軸開發戰略轉變，即構建淮安? ?連雲港雙核型的空間結構；考慮到蘇北地區經濟基礎薄弱，單靠點或一條點軸的帶動可能會出現力不從心的局面，因而淮安? ?連雲港雙核型空間結構形成之後，在蘇北地區構建新淮連成長三角來帶動蘇北地區的發展，同時實現該區域的空間結構由一條點軸構成的線型開發模式向多條點軸構成的面狀開發模式的轉變。
  12. Based on the experimental study and inelastic theory, the ultimate flexural capacity of steel encased concrete composite beams are derived. the difference between steel encased concrete composite beams with full shear connection and beams with partial shear connection, together with the relationship between the inelastic neutral axis of steel parts and concrete parts, are considered in the formulae. the calculation results of the eight specimens with full shear connection and the three specimens with partial shear connection are in good agreement with the experimental data, which validates the effectiveness and efficiency of the proposed calculation methods. furthermore, the nonlinear finite element analysis of the ultimate flexural capacity of the steel encased concrete composite beams is performed. nonlinear material properties and nonlinear contact properties are considered in the finite element analysis. the finite element analytical results also correlate well with the experimental data

    基於外包鋼混凝土組合梁的試驗研究和塑性理論，按照鋼梁和混凝土塑性中和軸相對位置的不同，分別推導了完全剪切連接和部分剪切連接的外包鋼混凝土組合梁的正截面極限抗彎承載力的計算公式，並對外包鋼混凝土組合梁進行了非線性有限元分析，分析中重點考慮了材料非線性和接觸非線性. 8根完全剪切連接和3根部分剪切連接試件的正截面極限抗彎承載力的計算結果及有限元分析結果與試驗結果吻合良好
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