縱面線形 的英文怎麼說

中文拼音 [zōngmiànxiànxíng]
縱面線形 英文
vertical alignment
  • : Ⅰ動詞1 (釋放; 放走) release; set free; let go 2 (放任; 不約束) indulge; give oneself up to; 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. The irrepressible bloom, who also had a shrewd suspicion that the old stager went out on a manoeuvre after the counterattraction in the shape of a female, who, however, had disappeared to all intents and purposes, could, by straining, just perceive him, when duly refreshed by his rum puncheon exploit, gazing up at the piers and girders of the loop line, rather out of his depth, as of course it was all radically altered since his last visit and greatly improved

    他定睛一看,才勉強辨認出那個灌了一肚子朗姆酒精神隨之而振的水手,正毋寧說是出神地仰望著環行的陸橋橋墩和梁。當然自從他最後一次踏訪,這里已大大地改建,目一新了。看不見影的某人或某些人把男子小便池指給他看,那是衛生委員會為了衛生而到處蓋起來的。
  2. Columns under axial compression and biaxial bending. in the beginning of the paper, it summarized the history and the actuality of the nonlinear analysis of special - shaped columns and the capability of the sliding of reinforcement anchoring. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered

    本論文主要內容是對鋼筋混凝土異雙向壓彎柱(包括l、 t、十字柱)進行非全過程分析,首先綜述了異柱構件非性分析以及粘結滑移性能研究的歷史與現狀,在有關文獻基礎上考慮了受拉筋和周圍混凝土的粘結滑移和混凝土應力?應變關系曲的下降段。
  3. The content of the paper is nonlinear analysis of complete response process for t, l - shaped and " + " shaped section r. c. columns under axial compression and biaxial bending. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered, simultaneously, the restriction effect for concrete by thickening of stirrups is also included

    本論文主要內容是對鋼筋混凝土異雙向壓彎柱(包括l、 t、十字柱)進行非全過程分析,在有關文獻基礎上考慮了受拉筋和周圍混凝土的錨固滑移和混凝土應力?應變關系曲的下降段,同時考慮到在箍筋加密區箍筋對混凝土的約束影響。
  4. 3. a space bond slip relation of reinforcements in either end of a member is proposed, based on one - dimensional bond slip model of reinforcements proposed by teng zhiniirmg from tsinghua university, the first - time loaded ascending stage ? curve of which model is modified as the line which parameters are not changed so as to simply the computation. the bond, slip is regarded as the boundary nonlinearity of a member

    3 、採用清華大學滕智明建議的一維鋼筋粘結滑移恢復力模型,但從簡化計算的角度出發,將首次加載的上升段曲改為直,並假定構件端部的諸多向鋼筋的滑移服從平截假定,考慮由節點錨固區粘結滑移引起的構件端截軸向和兩轉角附加變
  5. Abstract : a new waveguide which can change the wide wall of a rectangular waveguide into a symmetric arc wall is named as a cam - rectangular waveguide. comparing to sectoral waveguide, the new waveguide has the same voltage characteristics and is easier to be produced and fixed. an approximate formula of the dominant mode fields and the normalized conductance of a longitudinal resonant slot cut in the curved wall of a cam - rectangular waveguide are given. a resonant slot linear array in c & x band is designed, in which the slot voltage distribution is equiphase and the input is matched. the input voltage stationary ware ratio and the h - plane pattern of the antenna are measured. the experimental results show the conformance with theoretical results

    文摘:把常用的矩波導一個寬改成圓弧構成的波導稱為圓突-矩波導.這種波導與扇波導相比:電性能相當;波導管結構更加簡單,容易加工,便於安裝.文中給出圓突-矩波導中主模場,圓曲向槽歸一化諧振電導近似公式.設計了c和x波段波導曲向諧振縫隙陣,縫隙電壓相位為同相分佈,輸入端匹配.實際測量了天輸入端電壓駐波比和h方向圖,理論與實驗相吻合
  6. A new waveguide made of changing a wide wall of a rectangular waveguide to a uniform curved wall is called conformal waveguide. a kind of expression of approximate solution for domain mode of the new waveguide, including symmetric, unsymmetric arc, parabolic arch, hyperbolic arch, elliptic arch, etc., is constructed by using boundary condition of mental waveguide, variational method and boundary element method. by using the equivalence principle, an approximate calculating formula for equivalent resonant conductance of a narrow longitudinal halfwavelength slot cut in the curved wall of the unsymmetric arcrectangular waveguide is derived, and the result is shown. although this solution is approximate, it can solve the problem in designing the slotted antenna of such conformal waveguide

    把矩波導一個寬外突成均勻曲構成的新波導統稱為共波導.利用金屬波導邊界條件、變分法、邊界元素法構造這種新波導中主模場的一種近似解表達式,包括曲橫截為對稱、非對稱圓弧,拋物弧,雙曲弧,橢圓弧等.然後根據等效原理,推導非對稱圓弧矩波導曲上窄的向半波長縫隙的等效諧振電導的近似計算公式,給出計算曲.這種解雖然是近似的,但卻能解決這類共波導縫隙天的工程設計
  7. The safety of transmission line plays a important role in power system safety it is not only the requirement of ensure supply power reliability, but also the necessary precondition of enhance power system stabilization, to remove faulty line quickly and accurately, also keep non - faulty line continuous work when some transmission line faults current differential protection is a kind of simple, reliable and good - selective protection manner to any variety of transmission lines, power system development needs current differential protection apply to transmission lines, moreover the advancement of electric and communication technology enable current differential protection apply to transmission lines firstly, the paper discusses, analyses the research and application transmission line protection in detail, compare the principle and realistic presupposition of general line pilot protections secondly, because conventional current vector differential protection are influenced easily by load current and transitional resistance, in order to at the same time quicken protection act, the principle and criterion include work characteristic of differential protect based on fault component sampled values are studied, results shows that differential protect based on fault component sampled values excels general vector current differential protection in reliability, sensitivity and anti - saturation of current transformer in addition, synchronous current sampling methods at all terminals of line is analyzed and estimated lastly, the principle and criterion. also device design about current sampling values differential protection based on optical fiber communication, which apply to short transmission lines are concretely investigated,

    基於基爾霍夫定律的電流差動保護無論對於何種式的輸電路都是一種簡單、可靠、選擇性強的保護式,電力系統的發展使得電流差動保護應用於路保護成為需要,而電子、通信技術的發展使得電流差動保護應用於輸電路成為可能。首先,本文對目前路保護的研究和實際應用情況進行了討論和分析,比較了常用聯保護的實現原理和實現條件及優缺點。其次,針對常規相量電流差動保護易受正常負荷電流和故障過渡電阻影響的缺點,同時為加快差動保護的動作速度,對基於故障分量瞬時采樣值電流差動保護的原理、判據、動作特性等作了討論和分析,結果表明基於故障分量瞬時采樣值電流差動保護在可靠性、靈敏度、抗電流互感器飽和方明顯優于常規相量電流差動保護,對電流差動保護各端的同步采樣方法和數據通信也進行了分析和評價。
  8. Combined with practical data of shannxi lin hekou hydropower plant, the temperature filed of m and n schemes during construction and operation are simulated and analyzed. the isoline map of stable temperature field of the arch crest girder section and the vertical section in the center of arch dam, the isoline map of unstable temperature field of the arch crest girder section and the vertical section in the center of arch darn during construction and operation and the maximal and minimal temperature value during construction and operation are provided. the distribution law of temperature in the dam and the form reason of high - temperature zone are analyzed and the effect and feasibility of cooling and the zone of cooling are discussed

    結合陜西藺河口水電站工程實際資料,對m方案和n方案溫度場進行了施工期和運行期全過程模擬計算分析,給出了拱冠梁剖和壩體中心準穩定溫度場等值圖以及施工期、運行期拱冠梁剖和壩體中心非穩定溫度場等值圖,提供了施工期逐月和運行期每年最高、最低溫度等成果,分析了壩體溫度分佈規律以及高溫區成的原因,並探討了預埋冷卻水管的效果和可行性以及預埋冷卻水管的區域。
  9. With the methods of parametric inputting, interactive inputting and graphic inputting, this system can build the three - dimensional models of ship and modify the model from time to time. moreover, this system can transform the models into ship line drawings that include waterline drawings, transverse section drawings and vertical section drawings

    在此基礎上,本文利用參數化輸入、人工互動式輸入和圖導入等多種方法建立船舶的立體模型,並能實時編輯修改;進一步地,系統能夠由三維模型反演出型圖,即水圖、橫剖圖、圖。
  10. The paper has improved the existing lifting - line and lifting - surface design method by including the rake and skew and solving the optimum circulation distribution with the optimum theory. the blade geometry is expressed with b - spline for the lift - surface method. the boundary condition on the blade is transformed to minimize the summation of the square of normal velocities, the fair blade geometry can be obtained by present technique and the design quality is better

    改進了現有的升力和升力設計方法,在升力設計中計及槳葉的傾和側斜的影響,用優化理論求解最佳環量分佈,升力設計中用b樣條來擬合槳葉,將物邊界條件轉化為求法向速度分量的平方最小,由此可得到光順的槳葉幾何狀,提高和改進了設計質量。
  11. 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設計標準的主要研究方法,對高速磁浮鐵路路平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。
  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項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,實現了路平拖放式交互設計; 5 、用vc + +與autocad相結合的多窗口編程技術,實現了平、橫斷三種圖的對比顯示,實現了交互設計、橫斷和橋隧工程設置; 6 、就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,建立了內插橫斷高程、自動設橋、自動設隧數學模型。
  13. Because the intervals of two side girders are relatively large in the structure of the floor, it is not even and some and out of shape that its bridge of panels must be produced at the same time horizontally and crookedly and vertically except deforming wholly, level analyse can receive the satisfied result already at this moment, is it is it accord with floor structure real work state, girder of cable - stay bridge just to analyse with whole out of shape relevant non - linear space of function while being out of shape while being above - mentioned to consider only, but about this research rarely seen to report bridge worker is it understand their receive strength characteristic in an all - round way to need badly publicly

    由於肋板結構中兩個邊主梁的間距較大,其橋板除整體受力變外必然同時產生橫向彎曲和向不均勻局部變,此時平分析已不能得到滿意的結果,只有考慮上述變與整體變相關作用的非性空間分析才符合肋板結構主梁斜拉橋的實際工作狀況,但有關這方的研究鮮見公開報道,橋梁工作者急需全了解其受力特性。
  14. Abstract : in this paper, the effect of pre - stress on peen - forming is studied by experiments, the results show that pre - stress can change the relationship between pre - deformation and pre - stress shot peen deformation, and that 0. 05 % 0. 1 % pre - strain is comparetively suitable to improve the spanwise rectilinearity of shot peen - forming configuration surface

    文摘:對預應力噴丸成進行了試驗研究,指出預應力可以改變其對應的預變與預應力噴丸變之間的大小關系,在以改善噴丸型向直度為主要目的的預應力噴丸成中,預應變取值0 . 5 / 1000 1 / 1000較為適宜。
  15. The project mainly solved the problems from the flood control, the morphological diversity of river profile and cross section, and the diversity of habitats in the river through the layout of shoreline and structures, the design of river profile and cross section, the design of riverbank protection, which is one effective engineering practice of eco - hydraulic engineering

    治理工程在岸布置、沿河建(構)築物布置、河流橫斷設計、岸坡防護設計等方解決了防洪安全、河流態多樣性、斷態多樣性以及河流內棲息地多樣性等問題,是生態水工學理念的一次有效工程實踐。
  16. In the aspect of ship maneuvering hydrodynamics, taking bulk carriers and oil tankers for an example, the prediction was done ; in the turning circle, different ships under different rudder angles were studied and predicted ; in the zigzag curve, different ships under constant rudder angle were studied to predict another two ships

    在操運動水動力方,以散貨船和油船為例探討應用bp網路完成水動力的學習和預報;在回轉圈方,完成了不同船舶在不同舵角下的學習和預報;在z,對不同的船舶在同一舵角下進行學習,預報了另外兩艘船舶的z
  17. By analysis the results of in - situ monitoring in the process of pipe jacking, the law of surface deformation perpendicular to pipe axis and along pipe axis, the sub - surface movements perpendicular to the axis of pipe and along the axis of pipe are studied

    通過對頂管工程現場測試數據的分析,研究了頂管施工引起的管道周圍土體的移動規律,包括地橫截向截規律、深層土體沿管道軸方向和垂直於管壁方向移動規律。
  18. Started from the define and research significance of the small - town development model, this article give an overall study on the development of small towns in the whole country, summarize the history course and present character of their development in guanzhong, and thus put forward an orientation for them lengthways and broadways, make an emphasis on the analysis on the causes, development characteristics and statuses, sum up their common ground, bring up the corresponding policy suggestion and the development model selection of this towns latterly. the main contents presented in this article are outlined as follows : 1

    本文從小城鎮發展模式的界定和研究的意義出發,以探討關中小城鎮發展模式為主要索,全考察了全國小城鎮發展模式,總結了關中小城鎮發展的歷史進程和現狀特徵,從而對關中小城鎮發展模式作以橫向、向定位,著重分析關中四類小城鎮成的動因、發展特徵、發展狀況等問題,總結各種模式的共同之處,針對關中小城鎮發展存在的問題,提出了相應政策建議和今後關中小城鎮發展的模式選擇。
  19. Operating speed is carried on to evaluate highway alignment consistency in this paper. calculating formula of operating speed on the horizontal and vertical section is brought out through kinetics of the kinetics of truck. predicting model of operating speed is brought out, with considering about the factor influencing operating speed, which provides important foundation for designing and redesigning highway and have important reference value

    本論文提出了用運行速度來評價公路的連續性,從汽車動力性能出發,推導出汽車在平、橫斷上的運行速度計算公式,綜合考慮影響運行速度的各方因素,採用疊加法建立了運行速度預測模型,為設計和改建公路提供了重要依據,具有重要的應用參考價值。
  20. The load distributed by central piles under vertical load are higher than by others of the pile group ; 2. under higher vertical load, the foundation soil shows an obvious characteristic of plastic strengthening ; 3. the bearing capacity of pile group under vertical load is larger than the whole sum of bearing capacity of single piles in pile group ; 4. the position of the maximum or zero value of bending moment inpiles, the line shape of bending moment diagram and the value of bending moment of the same cross section of a pile under same load is different according to the lateral loading and the longitudinal loading ; 5

    在較大的豎向荷載作用下,土體出現明顯的塑性強化特徵; 3在豎向荷載作用下,群樁的承載力大於各基樁承載力之和; 4沿路水平、橫向加載時,最大彎矩和零彎矩的位置、彎矩變化曲狀以及在相同荷載作用下各樁同一截的彎矩值都有一定差異; 5
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