混合法計算 的英文怎麼說

中文拼音 [húnsuàn]
混合法計算 英文
alligation
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • : Ⅰ動詞1 (計算數目) calculate; reckon; compute; figure 2 (計算進去) include; count 3 (謀劃;計...
  • 計算 : 1 (求得未知數) count; compute; calculate; reckon; enumerate 2 (考慮; 籌劃) consideration; pla...
  1. Present a modified particle filter ( pf ) algorithm based on the los / nlos binary state information of propagation environment using the numerical method of the probability density function ( pdf ) about the hybrid noise. the key idea is using numerical method to calculate the hybrid noise pdf, and integrating binary environment information to get filtering result

    2 .給出了應用粒子濾波器改進直達波與非直達波環境中移動終端跟蹤性能的新演,特色是利用數值方噪聲密度函數,結二元環境信息完成濾波估
  2. During calculation of the ultimate flexural capacity of composite beams, it assumes steel beam, concrete board and connecter are plastic, calculates them by ultimate equilibrium method

    在組梁受彎極限承載力中,認為鋼梁、凝土板和連接件完全塑性,採用極限平衡
  3. The methods of modificatory lattice cross - section and equivalent circular cfst cross - section for calculating the maximum load of dumbbell cfst columns with eccentric loading were presented in this paper. the ultimate strength of 14 specimens were calculated by the two methods were close to experimental results. finally, the two methods were used to calculate the ultimate strength of arch bridge of zhengzhou yellow river highway

    對現有鋼管凝土啞鈴形構件極限承載力的進行了分析,在此基礎上,提出了鋼管凝土啞鈴形構件的偏壓極限承載力的修正的格構式截面和等效截面,兩種演結果與試驗值均吻較好,最後用這兩種演了鄭州黃河公路二橋拱肋的極限承載力。
  4. All of the researches are carried out on the background of a spatial continuous beam - arch composite bridges, and the relative loading experimental results are compared with the calculated values. it indicates that the theory of elastically supported continuous beam method load lateral distribution is a kind of simple convenience and safe practical engineering calculation method. 2 ) the suspender force and correlated modality is analyzed with the use of general calculation program ansys. during testing suspender force, the influence of the rigidity of suspender must be considered

    在此基礎上,以一座實際的預應力凝土連續梁拱組體系橋梁為工程背景,採用一般的試驗研究方對該橋進行了荷載試驗研究,並將有關的荷載試驗結果與理論值作了比較,結果表明:所提出的彈性支承連續梁值,與空間有限元分析理論值及荷載試驗測試值基本吻
  5. In the light of the problem of the great error in the calculation using the conventional cone fitted latin american formula, the fem mix method is used for calculation so as to provide the basis for the cone interference fitted analysis of the connection strength and the optimization design

    針對圓錐配常用的拉美公式誤差大的問題,採用有限元進行了分析,為圓錐過盈配的聯結強度分析和優化設提供了依據。
  6. Concrete elastic modulus and concrete creep and shrinkage variety at different time are reckoned in by using time increment analysis method and concrete creep and shrinkage secondary force is calculated by using effective elastic modulus. bridge stability analysis program is developed on the base of structure matrix displacement method, the program adopts visual basic language, has friendly interface and visual data input windows. the buckling safety factor of currently finished structure is given as result

    凝土彈性模量的變化及凝土徐變收縮隨凝土的齡期與外荷載加載時間不同而變化的影響,採用時間增量對每個階段根據其階段內時步數進行循環,以時段內彈性應力、應變增量和徐變、收縮產生的應力應變增量,利用有效彈性模量凝土徐變收縮次內力,在此基礎上,結結構矩陣位移的基本理論編制開發了凝土時效效應的高墩大跨徑橋梁穩定分析程序。
  7. The main work includes : for the torsional vibrations of a rigid disk on saturated media, first, the dynamic governing equations are solved by the use of hankel transform and the general solutions in the hankel transform fields are formulated. then, considering the mixed boundary - value condition, the dual integral equations of the torsional vibrations of a rigid disk on saturated grounds are obtained, which can be reduced to the fredholm integral equations of the second kind and solved by numerical procedures. consequently, the dynamic compliance coefficient curves and the torsional angle amplitude curves versus the dimensionless frequency are presented and contrasted to that of the elastic one

    在前人研究的基礎上,本文基於陳龍珠等曾提出的一組實用飽和土波動方程,用解析或半解析的方首次較系統而深入地研究了飽和半空間地基與基礎的扭轉振動問題,主要工作有:對于飽和地基上剛性圓板的扭轉振動,作者首先採用hankel變換求解了動力控制方程,得到了該控制方程在hankel變換域內的通解,然後由邊值條件建立了飽和地基上剛性基礎扭轉振動時的對偶積分方程,並將其化為易於數值求解的第二類fredholm積分方程,用數值方了基礎的動柔度和扭轉角幅值與振動頻率的關系曲線,並將其與單相彈性介質情況進行了對比分析。
  8. Because it is a long time before the hybrid method getting the field, one can use the artificial net work ' s character of learning by itself, and get the law of the path loss. consequently, it become easier to study the wireless electrical wave ' s propagation characters

    利用混合法計算場,比較耗時,可以運用人工神經網路的自學習功能,就能很快得出路徑損耗規律,從而更加方便對室內的無線電波傳播特性進行研究。
  9. For the cantilever beam, the theoretical stiffness and limited capacity are slightly less than the test ones if considering only the steel beam and the reinforced bars in the negative moment zone with the concrete in the tension zone ignored

    結果表明:簡支組扁梁,忽略彈性中和軸以下受拉的凝土的影響,採用等效換截面方所得的剛度和極限承載力與試驗結果比較吻;懸臂梁只考慮凝土板中配置的負彎矩鋼筋,忽略凝土,所得的剛度和極限承載力比試驗結果略微偏小,但相差不大。
  10. Secondly, to analyze seismic response of the concrete gravity dam, subspace iterative method was applied to compute free vibration period of the dam, time integration method was built up for the seismic time history analysis and formulation of coupled vibration of reservoir water and dam were also deduced

    其次,針對凝土重力壩的地震響應分析問題,採用子空間迭代了大壩的自振周期,建立了地震時程分析的逐步積分方,並且推導了庫水和壩體耦振動的理論公式。
  11. The paper introduces large - scale fem software, algor, by which the auther can build model of hanging box of high pile cap, and simulates accurately three loadcases, which include loadcase behind enclosed concrete, loadcase behind empty water in hanging box, and loadcase behind high pile cap construction. the auther calculates tensor and displacement of hanging box weir when loads exert panels, supports, suspenders, top beams, base beams of hanging box weir. at the same time the auther carrys out th e stability analysis, besides, educes calculational and analytical data, which are tally with construction result in the main

    論文介紹大型通用有限元軟體algor ,並用軟體建立大遼河特大橋高樁承臺吊箱圍堰的全結構模型,相對準確地模擬灌注封底凝土后、抽除吊箱內河水后、承臺破冰體施工后等三種受力工況,並用模型進行了應力和變形的各工況荷載作用於吊箱全結構箱體板面、內支撐、吊桿、懸吊頂梁、底梁等的應力和變形,並對比吊箱圍堰板面變形和施工實測變形,結果是吻的;對大遼河特大橋高樁承臺輕型吊箱的穩定性進行了分析;論文研究工作表明,應用組有限元方大型施工結構問題具有現實意義。
  12. The combat efficiency of the surface to air missile firepower unit is standardized based on the index proportion and efficiency index, and that is a scientific method for the combat efficiency standardization of surface to air missile firepower unit

    在運用層次分析權重,採用效能指數的基礎上對地空導彈火力單元的作戰效能進行標準化,為地空導彈火力單元作戰效能的標準化提供了一種科學方
  13. In order to reduce the calculation scale of the simulation, three dimension finite element relocating mesh model, which is controlled by the age of concrete, is presented. it " s rationality is argued theoretically. through the comparison by the fixed mesh method, it can be concluded that this model is effective, the precision can be assured and the amount of the calculation is reduced

    為了降低模擬的規模,本文提出了以凝土齡期為判斷條件來控制網格浮動的三維有限元網格浮動模型,並從理論上分析論證了該模型的理性,通過與固定網格結果對比得出:該模型是可行的,並且在保證精度的前提下大大減小了工作量。
  14. Ecc is considered to be an alternative to rsa. this article provides a brief description of rsa public key cryptography and the associated knowledge, in particular introduces non - supersingular elliptic curves e which is established on the finite field fp with p > 3, in - depth studies present existed scalar multiplication, further proposes an improved signed sliding window algorithm on ecc under the mixed coordinates, the improved algorithm compatible the advantage of the naf, has the least number of zero window and avoid a large number of inverse operation, successfully reduce scalar multiplication calculation

    本文闡述了橢圓曲線及其相關知識,特別說明了建立在有限域fp (其中p是大於3的素數)上的非奇異橢圓曲線e ,深入研究目前已有的各種標量乘,由此提出了橢圓曲線密碼演坐標下改進的帶符號滑動窗口演,該演兼容了naf方的優點,擁有最少數目的非零窗口數,又避免了域元素上的大量求逆運,較成功地減少了標量乘量。
  15. In this paper, based on analyzing the matrix displacement method and the transfer matrix method, the author combined them to form a new method, which called matrix mixed method, and then used this method to calculate the internal force and displacement of skew bridges

    本文在分析了矩陣位移和傳遞矩陣的理論基礎上,將二者組而成矩陣,並應用於斜交格柵結構的內力與變形分析中。
  16. The temperature stress is analyzed by formula and numerical method respectively ; and the fit temperature step is obtained. the interactions of undamaged pavement and soft clay ground, damaged pavements and soft clay ground are studied under the conditions of temperature change

    其次,採用公式和有限單元一維瀝青凝土桿低溫下變溫的溫度應力,通過分析給出了採用有限單元溫度應力時的適溫度步長。
  17. Abstract : this paper introduces the calculating methods, develops procedures in the research of the slip and lift displacement on the composite beam of steel and concrete, which lay foundation for the design of the composite beams

    文摘:介紹鋼與凝土組分析方,建立其分析單元模型,研製分析程序,研究鋼與凝土組梁交接面的滑移、豎向掀起位移及連接件剛度變化對其影響等工作性能,為鋼與凝土組梁設提供理論依據
  18. 3. apply industrial process hybrid model mixed with logical and rule to simplify activated sludge process model in wastewater treatment and deduce to a reduced model adapted to control. the simulation result show that this method can combine mechanism model of activated sludge process and expert knowledge and operational experience and can get better effect of optimization and control. moreover, the computational time is short and suitable for real - time control in wastewater treatment by applying mixed integer nonlinear programming mixed with logical rules

    應用結邏輯規則的工業過程雜模型的方,對城市污水處理中活性污泥過程模型進行簡化,得出適用於控制目的的簡化模型,模擬結果證明:這種方可充分利用對活性污泥過程機理模型,又可利用專家及操作過程的經驗,從而更利於對活性污泥過程的優化和控制,而且採用結約束邏輯的整數非線性規劃演時間較短,可適用於污水處理過程實時控制中。
  19. General part designing based on mixed designing methods and its computer realizing

    基於的廣義零件設及其機實現
  20. At the support of the national natural science fund ( high technique, new concept, new design research ) ( 59685003 ) " study of the integrated performance modeling and optimal design method of the mechanical structure system ", the support plan of the ministry of education for the young excellent teacher ( 1766 ) " study of the mixed soft computation of the mechanical structure based satisficing criterion ", sichuan century excellent young subject leader fund " study of the theory and method of the intelligent optimization of mechanical structure ", and the open project fund of the mechanical transmission state key lab " fuzzy reliability analysis and satisfactory optimization study of mechanical transmission ", the author has the opportunity to touch this new subject and is attracted by it, then make an attempt at it

    在國家自然科學基金(高技術新概念新構思探索) ( 59685003 ) 「機械結構系統綜性能映射建模及優化設研究」 、教育部優秀青年教師資助劃( 1766 ) 「基於令人滿意準則的機械結構系統研究」 、四川省跨世紀傑出青年學科帶頭人培養基金「機械結構系統智能優化原理方研究」和機械傳動國家重點實驗室開放課題基金「機械傳動模糊可靠性分析與滿意優化設研究」的資助下,作者有幸接觸這個新的研究方向,被它的風采所吸引,也嘗試做了一些微薄的努力。
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