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summation method in Chinese

Pronunciation:
How to pronounce "summation method""summation method" in a sentence

Translationmobile phoneMobile

  • 疊加法
  • 求和法
  • 總和法

Examples

  • A special summation method of polynomial
    多項式的一種特殊求和法
  • Layerwise summation method
    分層總和法
  • In data processing , a method based on automated created identification matrix through data transition is emphasized . taking into account the pipes " length , a minimum square summation method is introduced in the part of flow allocation
    在數(shù)據(jù)的處理上，重點介紹了通過數(shù)據(jù)轉(zhuǎn)換，自動生成管網(wǎng)的管段識別矩陣的方法以及初分流量采用計高冪次管長的最小平方和法。
  • Advanced mathematical technologies , especially the newly developed wavelet transform and the frame theory , provide a solid foundation for such an effort . the ray - theory based beam - summation method , such as the complex source - generated beam and the gaussian beam methods , and the local phase - space domain ( beamlet domain ) wave field extrapolation methods employing windowed fourier transform ( wft ) or wavelet transform are proposed consequently
    基于射線理論的高頻漸近射束(復(fù)射束、高斯射束)疊加方法，以窗口富里葉變換( wft )以及小波變換為基礎(chǔ)的局部相位-空間域(小波束域)波場外推方法等相繼產(chǎn)生。
  • Base on the theory of bearing capacity of single pile , we calculated the bearing capacity of single precast pile in zhoushan . the target reliability and partial factors were provided at the same time . according to the theory of settlement of single pile , mindlin solution and layerwise summation method , we also calculated the settlement and provided a settlement prediction method
    結(jié)合舟山實際試樁資料，本文對單樁承載力進(jìn)行了估算，在此基礎(chǔ)上進(jìn)行了可靠度指標(biāo)的計算和荷載分項系數(shù)、抗力分項系數(shù)的計算；根據(jù)沉降理論對單樁沉降應(yīng)用mindlin解和分層總和法進(jìn)行計算并與資料進(jìn)行了對比。
  • That is to say , this paper improved the layer summation method in order to make it can adapt to any shape load ' s effect and can be used to calculate the eventual foundation deformation of a point at will . at the same , this paper still combined concretion formula of one dimension and hyperbolic method with mathematical and statistical method and revised the hyperbolic method in order to make them can be used more rational
    這三種改進(jìn)的計算方法，即對分層總和法進(jìn)行改進(jìn)，利用編程計算，使其可應(yīng)用到對任何形狀填筑體荷載作用下的任意點處的地基最終沉降變形計算；將一維固結(jié)公式及雙曲線法與數(shù)理統(tǒng)計相結(jié)合，并對雙曲線法進(jìn)行修正，使兩種方法的應(yīng)用更趨合理。
  • Integration of these two sides could let the results of layerwise summation method ( lsm ) be more accuracy , which can consider not only soil stress history but also soil lateral deformation and soil nonlinear properties even . ( 5 ) research on the application of meshless method for embankment settlement calculation
    綜合這兩個方面，單向分層綜合法的計算結(jié)果趨于更準(zhǔn)確，其不但能考慮應(yīng)力歷史外，而且能計入土體側(cè)向變形甚至土體非線性特性； ( 5 )路堤沉降計算無單元法應(yīng)用研究。
  • 1 . on the bases of some basic suppositions , terzaghi ' s one dimensional consolidation and principles of layered summation method , the paper draw the formula which can calculate the embankment of layered filling and take the formula into programme ; 2 . building the finite difference model of layered high - stack soil , carrying out numerical simulation of construction sequence , construction velocity , interface element of layer - stacked , the author get the numerical solution
    1利用一些基本假定，根據(jù)太沙基一維固結(jié)理論和分層總和法的基本原理，推導(dǎo)出來計算分層填筑體自身沉降的公式，并編制了程序； 2建立了分層填筑高填方路堤問題的有限差分模型，并對分層填筑的施工順序、施工速度，界面單元進(jìn)行了數(shù)值模擬，獲得了位移場和應(yīng)力場的數(shù)值解。
  • According to the prior achievements , based on pile deformation test data , it puts forward a method that combined the mindlin ' s solution with boussinesq ' s solution to calculate the superimposed stress of djm composite ground , and then uses the superimposed stress to calculate the settlement by layer - wise summation method . by a nonlinear elastic and viscoelastic fem model , based on in - site test data , the back - analysis method of the direct optimal multiple parameters are adopted to calculate the road embankment settlement of typical project
    在前人的基礎(chǔ)上，結(jié)合樁身應(yīng)變測試結(jié)果，提出了聯(lián)合mindlin解和boussinesq解求解攪拌樁復(fù)合地基的附加應(yīng)力的方法，根據(jù)計算出來的附加應(yīng)力再用分層總和法計算攪拌樁復(fù)合地基的沉降；采用非線性和粘彈性有限元模型，根據(jù)現(xiàn)場實測資料，運用直接優(yōu)化多參數(shù)反演分析方法，對典型工程實例進(jìn)行了沉降計算對比分析。
  • Thirdly , a calculation formula of distortion settlement is established by considering soil structure damage and plastic drain board restraining displacement of soft foundation . starting with discussing the main factors affecting settlement of consolidated foundation , a reasonable method to modify the calculated settlement of soft foundation by layer - wise summation method is presented here . with calculable coefficients of volume deformation , lateral displacement and structure damage to modify the settlement will be closed to measurer settlement
    ( )在土體損傷理論的基礎(chǔ)上建立了考慮結(jié)構(gòu)損傷、排水板加筋作用的瞬時沉降計算公式，分析了影響土體沉降的主要因素，提出了對按單向分層總和法計算的固結(jié)沉降量進(jìn)行體積應(yīng)變、側(cè)向位移、土體結(jié)構(gòu)損傷三項修正的方法，以上述三個修正系數(shù)取代原來單一的綜合經(jīng)驗系數(shù)，使沉降計算值與實測值更接近。

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