項平面線 的英文怎麼說

中文拼音 [xiàngpíngmiànxiàn]
項平面線 英文
linea plani nuchalis
  • : Ⅰ名詞1 (頸的後部) nape (of the neck) 2 (款項) sum (of money) 3 [數學] (不用加、減號連接...
  • : Ⅰ形容詞1 (沒有高低凹凸 不頃斜) flat; level; even; smooth 2 (高度相同; 不相上下) on the same l...
  • : 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...
  1. With the concavity and integrability of sublinear terms near zero, the symmetry results for a class of sublinear elliptic equations are given by making use of the moving - plane method

    本文利用次在零點附近的凹性和可積性,用移動法給出了一類次性橢圓方程正解的對稱性
  2. 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」開發建設目,從地下空間靜力結構穩定性分析角度出發,針對在該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斷的應力與位移分佈規律: ( 1 )在各種不同狀態下計算斷的主應力矢量圖、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。
  3. A numerical simulation of a planar 3r manipulator is performed. the results show that the non - linear torsion springs have important influences on the joint error and tip error of manipulators. moreover, the influences of linear part of non - linear, the lumped mass of the rigid links and the angular acceleration of joint actuators on the non - linear dynamic character of flexible joint manipulator are discussed

    首先,建立了剛性桿非性關節機器人的動力學模型,之後通過一3r機器人進行了數值模擬,說明了在一定情況下,關節的非性對剛性桿機器人關節變形和末端誤差具有重要影響,並在此基礎上,討論了關節、桿的集中質量和關節驅動加速度對機器人關節非性特性的影響。
  4. On the condition of “ many - head ” and “ small drive ratio ” , the plane double enveloping hourglass worm can not settle the problem of undercutting and sharpening simultaneously. it has devoted to a new type hourglass worm _ sphere double enveloping hourglass worm. the coordinate system is established according to the frock. the meshing equation and the tooth equation of worm and gear have been developed and the distribution of contact line on gear tooth is analyzed. to evaluate the meshing quality , four meshing quality indexes and five original parameters are put forward. through mass programming computing , the relations between meshing quality and original parameters are derived and depicted by graphs

    考慮到二次包絡環蝸桿傳動在多頭小傳動比條件下根切與齒頂變尖的矛盾很難同時解決且嚙合性能較差,介紹了一種新型環蝸桿傳動? ?球二次包絡環蝸桿傳動.在研究過程中,根據工裝建立了坐標系,根據一二包過程的運動關系推得了嚙合方程和蝸桿與蝸輪的齒方程,分析了蝸輪齒上的接觸分佈.為了評價嚙合性能,提出了4性能指標和5原始參數,通過大量編程計算得到了嚙合性能指標與原始參數之間的關系,並以圖表直觀的表示
  5. 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 )中的小變形固結分析單元( sse2 ) ,結合實體工程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、角度在整個斷的變化規律,以及沉降最大值與斜率、角度變化之間的性回歸關系。
  6. The synthetic operation of engineering pipelines of a residential area is to collect designed and existing information of each kind of engineering pipelines in the layout space of the residential area, to analyze and investigate the information, to find out and solve the conflict in the constructing process of the engineering pipelines, to synthetically arrange the plane and vertical location of the engineering pipelines, to provide the foundation for the engineering pipelines " designing, construction and management the leading content of this dissertation is how to make use of the vertical space under roads in the residential area and rationally locate every underground engineering pipelines

    小區工程管綜合就是搜集包括現狀的小區規劃范圍內各工程的規劃設計資料,加以分析研究、綜合安排,發現並解決工程管在規劃設計中的矛盾,合理地安排各管位置和豎向高度,為各工程管的設計、施工和管理提供依據。由於架空敷設方式很難保持環境的完整和美觀,有礙小區進一步發展,且存在諸多不安全隱患,正被逐步替代,因而,如何利用小區道路下的豎向空間,合理設置各專業埋地管,成為本文研究的主要方向。
  7. In this paper, it s applications were explained from seven different fields, the common zeros of two polynomials, the multiplicities of roots and the discrimination of a polynomial, searching the equations suitable for a algebraic number, implicating a rational curve over the plane, computing the zeros of a nonlinear algebraic equation and gathering the discrimination surface of the sas in automated theorem proving on inequalities

    本文從7個方闡述了結式的應用,包括判斷2個多式的公共零點,判定多式是否有重根,計算多式的判別式,尋找代數數滿足的方程,有理曲的隱式化,非性代數方程組求解和不等式機器證明中半代數系統邊界曲的獲得等。
  8. First bounding string is not planar. second bounding string is not planar. string to trim is not planar

    如果矢量方向選擇步驟下的「曲」選被選來定義修剪視圖,且相應的串不是的,則會出現以下出錯消息。
  9. First bounding string plane and string to trim plane is not equal. second bounding string plane and string to trim plane is not equal

    如果矢量方向選擇步驟下的「曲」選被選中,且由串定義的不是等同的,則會出現以下出錯消息。
  10. After trials and modifications, through the construction assistant tools ( ward introduction flow chart, admission health education sheet, maps, and facilities instructions ) and propagations, the nurses could promote the environment introduction completion rate to 96 % ( 37 % increment )

    經由問卷及訪談結果了解護理人員執行之困難及家屬之需求,建構輔助工具(住院須知衛教單張、圖、病室內各設備使用說明單)及設計環境介紹之動,藉由宣導、試行與再修正後全推行,其結果顯示: (一) .入院環境介紹完整性達96 % ,較執行前提升37 % 。
  11. The dissertation refers to comparatively full literatures in the field of vsc, and the development history and characteristics of vsc are summarized, and the elementary concepts, elementary definitions, elementary properties, elementary principles and design methods are particularly introduced, and the causes of the chattering phenomenon are systematically analysed, and the study status of the chattering phenomenon and the main methods to eliminate the chattering are elaborated. for the deficiencies of traditionary methods, three improved methods are developed, which are improved exponent reaching law solution, variable boundary layer solution and the solution by adding an auxiliary continuous control term. for uncertain linear systems, an adaptive fuzzy integral variable structure control stategy ( afivsc ) is put forward to eliminate the chattering around the sliding plane, which introduces fuzzy logic to soften the non - linear discontinuous sig nal in the control variable and utilizes adaptive theory to adjust output membership function according to how much the uncertainty of the system is

    比較全地查閱了關于變結構控制理論的文獻,總結了滑模變結構控制的發展歷史和特點,詳細介紹了變結構控制的基本概念、基本定義、基本性質、基本原理以及設計方法;系統分析了變結構控制系統抖振產生的機理,並闡述了國內外目前對抖振問題的研究現狀以及消除抖振的主要方法;針對傳統抑制和消除抖振方法的不足,改進了傳統方法,得到了三種新的消除抖振的方法? ?即改進的指數趨近律法、可變邊界層法和附加連續法;針對不確定性性系統,在變結構控制策略中引入模糊邏輯和自適應理論來消除滑動上的抖振,提出了一種自適應模糊積分變結構控制方案( afivsc ) ,利用模糊邏輯來柔化控制量中非性不連續部分,採用自適應理論,根據系統不確定性大小在調整模糊輸出量的隸屬函數,另外,鑒于模糊控制本質上是有靜差的,所以本文選擇了帶積分的切換函數,由於積分的存在使系統較正為無靜差系統。
  12. 5 by using multi - window programming technology to combine vc + + with autocad, this thesis implemented comparison of plane, profile and across section, interactive design of profile, railway location by across section and setting location of bridge and tunnel. 6 this thesis expounded itself viewpoint on application model of profile optimization in scrlid, and has been used in system development. 7 by putting forward the summaries on the application model of professional design, this thesis established mathematics model of calculating terrain height of profile and across section, automatic setting location of the bridge and the tunnel

    2 、用向對象的數據封裝和繼承技術實現了目管理和方案數據的安全保護; 3 、選擇應用vc + + dao數據庫應用技術,完成了方案比選共用數據庫的開發; 4 、用autocadobjectarx定製實體技術,實現了拖放式交互設計; 5 、用vc + +與autocad相結合的多窗口編程技術,實現了、縱斷、橫斷三種圖形的對比顯示,實現了縱斷交互設計、橫斷和橋隧工程設置; 6 、就縱斷優化在路方案比選工作中的應用模式提出了自己的觀點,並在系統開發中得到應用; 7 、總結專業設計應用模式,建立了內插縱橫斷高程、自動設橋、自動設隧數學模型。
  13. 17 / 19 " flatron display tube ( ftm ) project content is building a production line which can produce 2 millions 17 / 19 " ftm ( and also can produce 15 / 17 " tubes ) per year, importing the advanced full set technique and key equipments from lg electronics ( lge ) in korean

    17 / 19 "完全彩管(以下簡稱ftm )目的內容為建設一條年產200萬只17 」 / 19 」 ftm (可以兼容15 」 / 17 」普通彩色顯示管)生產,引進韓國lg電子最新全自動化流水生產全套技術和關鍵設備。
  14. Based on large amount of data of speeding - up experiments, referring to not only some relevant standards in railway system of both home and abroad but also the investigating fruit of speeding - up on railway, analyzing on hardware configuration on jingguang line, the discourse makes a further investigation on standards and projects of existing busy main line and puts forward reasonable technique qualifications on lines and bridges and planar improving projects on railway lines. at the same time, the article analyses on the adaptability of diversified indexes under different speed, puts forward a viewpoint which argues that it should be a grading development process to improve the trains " speed on jingguang line, and establishes a good base for this grading development process

    以京廣北京西至武昌段為研究對象,論文以大量列車提速試驗數據為依據,參照國內外高速鐵路有關標準和提速研究成果,通過對京廣列車提速硬體配置的分析,對既有繁忙干提速改造技術的適應標準和方案,進行了深入研究,提出了合理的提速試驗段橋技術條件及改造方案;通過分析各標準在不同速度條件下的適應性,提出了京廣列車提速應分階段發展的觀點。
  15. In new state standard < < machining center testing items - accuracy testing > > [ refering to iso / dis10791 ], issued in 1999, the test of straightness accuracy has been changed. now it becomes more scientific and reasonable. in old state standard, the testing of straightness accuracy of kinetic part only focus on vertical and " horizontal plane, and it only includes two linear errors ; but in new state standard, we not only measure those two linear errors, but also measure the errors of pitching, deflecting, and inclining of the kinetic part, so it includes two linear errors and three angle errors

    1999年公布的國標《加工中心檢驗條件?精度檢驗》 (參照iso dis10791訂)中,直度等的檢測做了更為科學的實質性更改,坐標移動的直度以由只檢測垂直和水內的兩個值誤差,改為用移動坐標方向之外的另兩個坐標的值誤差和移動部件繞三個坐標軸的俯仰,偏擺和傾斜三個角值誤差綜合表徵。
  16. Secondly, in this part, we will introduce the notation of average geodesic curvature for curves in the hyperbolic plane, and investigate the relationship between the embeddedness of the curve and its average geodesic curvature. finally, we will employ the minkowski ' s support function to construct a new kind of non - circular smooth constant breadth curves in order to attack some open problems on the constant width curves ( for example, whether there is a non - circular polynomial curve of constant width, etc. ) in the second part, we will first follow the ideas of gage - hamilton [ 28 ], gage [ 26 ] and the author ' s dissertation [ 47 ] to present a perimeter - preserving closed convex curve flow in the plane, which is from physical phenomena

    其次,對雙曲上的曲引入均測地曲率的概念,並討論雙曲上凸曲的嵌入性與它的均測地曲率之間的關系,其目的是為了將雙曲上曲的性質與歐氏中曲的性質作一些對比;最後,我們利用minkowski支撐函數構造了一類新的非圓的光滑常寬曲,其目的是想回答有關常寬曲的一些未解決問題(如是否存在非圓的多式常寬曲
  17. The in - group conflict among roller skaters was investigated with responders ' attitudes toward various types of roller skaters encountered and their perceived conflict in terms of the 16 interference items ; skill level was investigated with self - reported skill level based on the course contents posted on the website by the chinese roller skate association ; space use types include linear space and plane space

    本研究之內團體沖突是調查受訪者在遭遇各類直排輪活動參與者時之態度,以及受訪者針對16直排輪內團體沖突目所知覺到的沖突程度;活動技術水是調查受訪者根據直排輪協會所擬訂之高級課程內容評估個人的技術水;空間使用型態乃調查受訪者從事直排輪活動時空間使用的主要型態,包含性及空間兩類型。
  18. Radial point interpolation meshless method with unequal - rank polynomial basis is selected and its shape function formed manner is discussed. then, the mainly solved equations for plane strain biot consolidation problem with this method are given. moreover, the according calculation program is written

    本文探討了不等階(多式基)徑向點插值無單元法形函數插值格式,給出了其求解應變下比奧固結問題的主要方程,編寫了相應的計算程序,並對軟基路堤的沉降進行了非性計算,取得較滿意的結果。
  19. In chapter 2, by studying the computation of the quantities of singular point of the original of the following complex autonomous polynomial differential system two linear recursion formulas for the computation of quantities of singular point of system ( 1 ) are obtained. applicable formulas are presented unitedly for the computation of focus quantities and saddle quantities, which play an important role in center - focus determination and bifurcation of limit cycles in real planar polynomial differential systems

    在第二章,我們研究式復自治微分系統原點的奇點量計算,得到了奇點量計算的性代數遞推公式,統一地給出了在實式微分系統的中心焦點判定與極限環分支中有著極為重要意義的焦點量與鞍點量的易於應用的計算公式。
  20. The following task has been finished : ( 1 ) analysis the pier ' s seismic force theory and dynamics method. ( 2 ) resarch the computational model and method of the thin - wall hollow pier when it is predigested plane bar structure ; ( 3 ) the paper complete the program to compute the pier ' s seismic response, which can analyze pier ' s linear and nonlinear response, also its correctness has been validated. ( 4 ) use the program to compute some samples, some problems and their relevant resolvent have been offered

    本文完成了以下幾工作: ( 1 )分析了橋墩抗震計算的地震力理論和橋墩結構抗震動力學方法; ( 2 )研究了將橋墩簡化為桿系結構時結構在地震作用下的計算模型和計算方法; ( 3 )編制了薄壁空心墩地震反應分析程序,可以對橋墩性和非性反應作出分析,並驗證其正確性; ( 4 )通過改變設計參數進行對比計算,提出了一些在橋墩抗震設計中應該注意的問題以及相應的解決方法。
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