直線公式 的英文怎麼說

中文拼音 [zhíxiàngōngshì]
直線公式 英文
straight-line formula
  • : Ⅰ形容詞1 (成直線的; 硬挺的) straight; stiff 2 (跟地面垂直的; 從上到下的; 從前到后的) erect; v...
  • : 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...
  • : Ⅰ形容詞1 (屬于國家或集體的) state owned; collective; public 2 (共同的;大家承認的) common; gen...
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • 直線 : 1. (不彎曲的線) straight line2. (急劇的) steep; sharp
  1. The relation of radius of curvature and error as well as formulas of increasing parameters on condition of constant error are diverted. the equation of the line on the center of approximate circular arc is obtained , and it can avoids the trouble that numerical solution owns possibility of no convergence and simplifies node calculation of non - circular curve

    導出了曲率半徑與逼近誤差之間的關系和等誤差條件下的參數遞推,建立了通過逼近圓弧圓心的方程和圓心坐標計算.按這種方法用圓弧逼近平面參數曲,不需要求解非性方程組,避免了計算可能不收斂的麻煩,簡化了非圓曲的節點計算過程
  2. Abstract : based on the principle of mininmum potential and using rayleigh - ritz method, the geometric non - linear analysis of higher bridge piers was solved in this paper. the new concept of equivalent horizontal force proposed by the author may be casily to calculate the second effect, which was produced due to the vertical forces and resisted by the piers and rubber pad bearings incorporately. the simple formula in this paper are applicable to calculate by hand, understood clearly without computation of successive iteration, higher precision and graspable easily for the disigmer therefore it has the practical significance

    文摘:根據最小勢能原理,用瑞雷-里茲法解決了高橋墩的幾何非性分析問題;其次,提出了等效水平力的新概念,可以方便地解決橋墩和板橡膠支座聯合抵抗垂力所產生的二次效應問題.筆者提出適合於手算的簡便計算,概念明確,勿須迭代運算,精度較高,易為設計人員掌握,因此具有實用價值
  3. It is shown by analyzing large test data that the empirical formula presented in the paper has higher linearly dependent coefficient, lower average relative error and relative standard deviation compared with the traditional empirical formula of orthoscopic and power function

    試驗數據表明,本文提出的經驗比傳統的和冪函數經驗性相關系數更高,且平均相對誤差和相對標準差都低。
  4. In the process of solving, poles are obtained from recurrent formula, modal vector are obtained from superposition formula not residuary. decoupled equation is derived when vibration source is part correlation, severely coupling appears in the process of input and output then frequency response function cannot directly get according to method mentioned above, decoupling is first problem

    當輸入完全相關時,頻響函數無解,可繞過頻響函數,接運用性系統的迭加原理來求響應,極點由遞歸得出,模態矢量由疊加求出,而不是由留數求得的相應的
  5. According to the kernel estimating theory of nonlinear semiparametric models under the least - square principle, the structural formulae of the estimation of parametric and nonparametric components and the direct formulas of kernel estimation considering the second order items were given

    摘要基於非性半參數模型最小二乘核估計,給出了其參數分量和非參數分量估計的構造,導出了參數分量和非參數分量顧及二次項接解法的計算
  6. The influence factors and optimal scheme of connected - triangle surveying with shaft is analyzed in detail. the formula for calculating the lateral transfixion errors of underground traverse with added gyro orientation line is derived strictly, the calculation results show that the accuracy can be increased obviously by the way of orienting added gyro lines

    詳細分析了聯系測量各因素對方位傳遞的影響,探討並比較了加測陀螺方位角后地下導的精度提高問題,論證了加測陀螺方位角后伸等邊導終點精度的嚴密計算及陀螺方位邊布測的最佳位置。
  7. The study in the paper starts with beam distortions, and it treats the plastic deformation area as pure bending sect, rest of the beam as rigid bodies. according to different shapes of the external tendons, it divides into three structural forms familiar in projects, that is the beams with no deviator, with a deviator and with two deviators, and studies the relation between the deformation of the external prestressing tendons and that of the beams, and derives the formulas of the ultimate stress increment of external tendons. in the formulas, the ultimate angle corresponding to half of the plastic deformation area is considered as a variable parameter

    本文首先從梁極限狀態下的變形入手,將塑性鉸區看作純彎段,將塑性鉸以外的區域看作剛體,按照體外預應力筋的形狀不同,分工程中最常見的三種體外結構形,即無轉向塊的型體外筋混凝土梁、具有一個轉向塊的單折型梁和具有兩個轉向塊的雙折型梁,研究體外預應力筋變形和梁體的變形間的關系,推導出以極限狀態下塑性鉸區之半對應的轉角為參數的計算體外預應力混凝土簡支梁以及連續梁的體外筋應力增量計算,並進一步求得梁的極限承載力。
  8. According to biot - savart law, the general expression of magnetic field distribution generated by circular current in space has been calculated in this paper, which further discusses the magnetic field in the plane, the central axis and the far space

    摘要接由畢奧薩伐爾定律的計算,在更為普遍的情況下,計算出了圓形電流在全空間的磁場分佈,並進一步討論了其在中心軸上、平面內及遠區的磁感應強度。
  9. According to the analysis of the table lookup, the graph method and the simulating formula method of selecting bolt diameter without controlling pretightening force under dead load were presented in this paper

    摘要通過對查表法資料進行分析,提出了靜載時選擇不控制預緊力的緊螺栓聯接螺栓徑的圖法和模擬法。
  10. The subject of this thesis is to study ironless moving coil linear permanent magnet synchronous motor and the major works in this thesis are summarized as follows : 1 ) two analytical formulas are derived by concentrated current method and distributed current method to determine the magnetic field due to pm, based on the current model of pm. besides, two method ( magnetic charge method and solution by laplace equation method ) are also introduced with comparing their advantages and disadvantages. then the effects of the motor parameters on the flux distribution are discussed

    本文對空芯動圈同步電動機進行了深入細致的研究,內容包括: ( 1 )採用電流模型推導出兩種計算永磁磁極二維氣隙磁場的解析(集中電流法、分佈電流法) ,同時介紹了兩種永磁電機氣隙磁場計算方法(磁荷法,接求解拉氏方程法) ,分析各種方法的優缺點,討論電機參數對氣隙磁密的影響; ( 2 )介紹了單層同心繞組的布置方,根據安培定律推導出空芯動圈永磁同步電動機的靜推力計算,分析靜態力?位移特性; ( 3 )建立空芯動圈永磁同步電動機動態模擬模型,模擬不同驅動方下電動機起動、穩態運行時電磁力、速度、位移的變化情況。
  11. It shows that the method suggested in the paper is simple, applicable for engineering and has good precision. on the bases of the formulas deduced, and combining with relative test datas, it studies in the paper several factors influencing the bearing performance of the simple beams, such as shape of the external tendons, the equal moment segment length, span - to - depth ratio of the beam, valid initial prestress of the external tendons, area of the internal tension reinforcement, strength of the concrete, vertical distance between

    推導的基礎上,結合相關試驗資料,研究了體外筋的形狀、等彎矩區長度、梁跨高比、有效張拉預應力、體內受拉筋配筋率、混凝土強度、錨固點到樑上邊緣在垂方向上的距離、體外預應力筋水平段長度(雙折型體外筋的情況)以及荷載類型等對體外預應力混凝土簡支梁受力性能的影響。
  12. And we analyzed the effect of the big gun erect axis incline trunnion axis is out of the vertical of the erect axis and the big gun axis is out of the vertical of the erect axis to measuring accuracy

    對矢量轉軸進行了推導,並利用它計算出了火炮豎軸傾斜、炮耳軸與豎軸不垂、炮膛軸和炮耳軸不垂三種誤差對測量精度的影響。
  13. B ) equivalent circuit method and finite element analysis ( fea ) to compute the static force are presented, the results obtained by each method are compared one with the other. c ) the results of dynamic simulation by means of the software, ansoft show the hlfm " s characteristics when the motor works in the special frequency and single stroke and the conditions used for position control. d ) the measured static thrust - displacement characteristics and the dynamic characteristics during starting show good correlation with the calculated results

    在設計並製作了實驗樣機的基礎上所做的研究內容包括; ( 1 )分別用能量法和麥克斯韋張量法推導電磁力的計算,並討論他們的不同應用范圍; ( 2 )分別用等效磁路法和有限元法作力電機的靜特性分析,並比較分析它們的計算結果; ( 3 )用有限元模擬軟體做力電機動態特性的模擬,分別分析力電機的頻率特性、動子開合閘特性和開環位置控制的工作特性; ( 4 )做力電機的靜推力?位移特性實驗和動子開合閘的動態實驗,並將實驗結果與計算結果進行對比,實驗驗證了計算模型及計算方法的正確性。
  14. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀,針對建築抗震設計規范( gb50011 - 2001 )和砌體結構設計規范( gb50003 - 2001 )中墻體抗震驗算中的不足之處,通過單片墻和帶翼緣墻在垂荷載和水平反復荷載作用下的對比試驗,研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲、磚墻破壞特徵以及縱墻的影響等,翼緣墻的存在,主墻抗剪能力可以提高31 ,剛度及變形能力也均有較大提高的結論,墻體驗算中應當考慮縱橫墻共同作用的影響。
  15. In 2000, the company imported cad systems, cradle - style cloth laying machines, computer automatic cutting system, durkopp computer sleeve machines, computer automatic pocket - hole sewing machines, and macpi computer - control solid press flowline from america, germany and italy. from the course of stocking to processing, and leaving factory, each working procedure is under controlled state in order to prevent unqualified products and insure 100 percent yield

    2000年司自籌資金,從美國、德國、義大利引進cad放碼、排版系統;獨特搖籃鋪布機,電腦自動裁剪系統,杜克普電腦上袖機、開袋機,邁埤電腦控制立體整燙流水司從進貨檢驗,加工至成品出廠,每道環節、工序都處于受控狀態,以消除和防止不合格產品轉序和出廠,保證產品合格率達到100 % ,全面實施"零缺陷工程" 。
  16. A new computational formula to nonlinear adjustment by parameters, in consideration of the second - order terms, is derived in this paper from the precise orthogonality condition equations to nonlinear least squares by analyzing the direct solving process and iterative computing method of the linearized model

    在分析性化的非性參數平差的近似接解法與迭代解法基礎上,利用非性最小二乘的精確正交性條件方程,推導出顧及到二次項的非性參數平差的一種新的計算
  17. Abstract : this paper derives thecalculating formulas to the contact strength and oil - film thickness of the involute spur gear according to hydrodynamic lubrication principle. through check with test, shows that they may rully replace now available hertz formula and dowsonformula respectively

    文摘:根據流體動力潤滑原理,推導出了漸開齒圓柱齒輪接觸強度及油膜厚度的計算,通過實驗驗證,說明它們可以完全分別代替現有的赫芝及通森
  18. Based on the data on scour around large diameter cylinders exposed to waves and currents, effects of every kind of sea enviromental parameters on maximum scour depth are analyzed and guided by dimensional analysis and multidimensional linear regression, an equation is given to compute maximum scour depth around large diameter cylinders in combined waves and currents. compared with some other equations, this equation is more accrete, simpler and clearer and the compute d results are in good agreement with experimental ones

    本論文主要是在總結國內外研究成果基礎上,從波浪與水流共同作用下海床上立大徑圓柱建築物周圍的局部沖刷機理出發,研究和探討了圓柱周圍的沖淤形態;分析各種海洋環境參數對最大沖刷深度的影響,並利用已取得的實驗資料,採用量綱分析原理和多元性回歸分析方法,建立一個波流共同作用下海床上立大徑圓柱建築物周圍的最大沖刷深度計算
  19. The series of vibrating feeder machines belong to the transnational vibrating type, with the character of equated vibrating, reliable operation and lifelong working, vibrating feeding machines they can serer for the rock crushers, supplying continual and even feeding, meanwhile starting the coarse sieving for the materials, vibrating feeding machines they can be widely used in rock crushers, sieving and combined with other equipments for materials selection, construction, silicate mineral and chemical industry. enclosed vibrating conveyers. vibrating feed machines

    電磁振動給料機-本司生產的給料機系列系振動給料機或圓振槽給料機,電磁振動給料機具有振動平衡工作可靠壽命長等特點,電磁振動給料機可為破碎機械連續,均勻喂料,電磁振動給料機對物料進行粗篩分,電磁振動給料機廣泛應用於選礦建材硅酸鹽和化學工業中的破碎篩分聯合設備中。
  20. A numerical procedure is used to calculate the water activity for nonlinear isotherm equations

    利用等溫水份直線公式和史密斯,雖然可以接求得預測值,但誤差偏大。
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