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linear behavior中文是什么意思

  • 線性性質

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  • The non - linear behavior of reinforced concrete frames is investigated using the model presented in this study
    應用本文的模型對鋼筋混凝土框架的非線性能進行了研究。
  • This imply that it is not a good measurment of event rapidity gaps fluctuations . the ] nsq versus hi q has a quite linear behavior
    而s _ q近似等于1 ,說明它并不是一個能很好地表征事件快度間隔起伏的量。
  • At the end , this paper applies the control and optimization methods based on biological traits in studying the non - linear behaviors , prediction bio - cybernetics of ecosystems
    最后,將基于生物特性的控制與優(yōu)化方法應用到生態(tài)系統(tǒng)中,研究生物系統(tǒng)的非線性行為、預測與控制。
  • Besides , the numerical simulation of rock failure with 5 different kinds of heterogeneities shows that the macroscopic heterogeneities affected the non - linear behavior of rock deformation and macroscopic strength as will as failure mode obviously
    結果表明,巖石介質結構的宏觀非均勻性不僅對巖樣宏觀強度和宏觀變形非線性行為有顯著的影響,而且也顯著地影響試樣破裂模式。
  • The important aspect in the analysis of coupled electromagnetic - mechanical problems is the consideration of the coupled interaction between the electromagnetic field and the deformation / force on the contact boundaries , which leads strongly non - linear behaviors
    摘要電磁接觸耦合作用的力學分析的難點是必須考慮電磁場以及由此引起的電磁力與可移動接觸邊界間的耦合作用,屬于強非線性問題。
  • The cold - formed square hollow section columns are widely used in various structures such as building structure , trusses , space frames and offshore plates etc . this paper is mainly doing the research on load carrying capacity of the cold - formed square hollow section columns under axial load , the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold - formed square hollow section is presented by finite element analysis , and is compared with the result given by classical elastic buckling theory ; ( 2 ) the elastic - plastic non - linear behavior of the cold - formed square hollow section columns analyzed by ansys is presented ; ( 3 ) by using material model , and geometry nonlinear analysis , the cold - formed effect to stub columns of cold - formed square hollow section is studied ; ( 4 ) by using an material model , the geometry nonlinear analysis , the influence of initial geometrical imperfection to stub columns of cold - formed square hollow section is also analyzed ; ( 5 ) the load carrying capacity of the cold - formed square hollow section columns , which are including the cold - formed effect and influence of initial geometrical imperfection is analyzed by non - linear finite element , and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018 - 2002
    冷彎方管作為軸心壓桿廣泛用于房屋結構、桁架、網(wǎng)架、塔架以及海洋平臺等結構中,本文主要研究軸心受壓冷彎方管的承載力性能,內容主要包括以下一些: ( 1 )對冷彎方管的彈性臨界應力進行有限元分析,并與經(jīng)典理論結果進行對比,以驗證有限元程序的適應性; ( 2 )闡述冷彎方管采用有限元彈塑性非線性分析理論及應用ansys軟件的非線性分析方法; ( 3 )采用彈塑性模型,考慮幾何非線性及材料非線性,對不同寬厚比的軸心受壓冷彎方管柱的冷彎效應進行有限元非線性分析研究; ( 4 )考慮冷彎效應對屈服應力的影響,對不同寬厚比的軸心受壓冷彎方管短柱在不同初始變形下的承載力性能進行有限元非線性研究; ( 5 )考慮冷彎效應、幾何初始變形,對不同長細比和不同寬厚比的軸心受壓冷彎方管長柱的承載力性能進行有限元非線性研究,并與試驗結果以及我國現(xiàn)行規(guī)范gb50018 ? 2002計算結果進行對比分析。
  • The thermodynamic free energy on mixing and the spinodal equation in ternary homopolymer blends were obtained by making plausible approximation based on flory ' s equation of state theory . because of the non - linear behavior of the spinodal equation , a numerical solution approach was used and succeeded in solving the problem . spinodal of polystyrene ( ps ) / poly ( vinyl methyl ether ) ( pvme ) / poly ( 2 , 6 - dimethyl - 1 , 4 - phenylene oxide ) ( ppe ) were simulated over a wide temperature range and the calculated result was coincidence with that of the literature
    將上述方法用于已知狀態(tài)方程參數(shù)的二元均聚共混體系聚苯乙烯( ps ) /聚甲基乙烯基醚( pvme ) ,三元均聚共混體系聚苯乙烯( ps ) /聚甲基乙烯基醚( pvme ) /聚2 , 6 -二甲基1 , 4 -苯撐氧( ppe ) ,得到一系列不同溫度下的spinodal相圖,預測結果與文獻報道吻合,在此基礎上進一步研究了聚合物的分子量對體系相行為的影響。
  • Three circumstances on the geometric non - linear analysis are considered : the sag phenomenon of cables the nonlinear behavior of bending members and the geometry change due to large displacement . the non - linear behavior of cables is verified by introduced the ernst cable modulus of elasticity and cr formation is applied to analyze the non - linear of beams . an incremental - iterative method based on the newton - raphson method is adopted here to solve the non - behavior equations
    幾何非線性分析主要考慮三個方面:索的垂度效應、梁柱效應和結構大位移,其中:索的非線性分析采用ernst彈性模量對索材料的彈性模量進行修正,計及索的垂度效應的方法;梁單元的非線性分析采用cr列式法,計算中采用基于newton - raphson法的增量迭代方法求解非線性方程組。
  • Pre - stress and non - linear behavior of the suspension system in a classic modal analysis in laboratory more modes will be identified , some modes which are less important in the operational conditions . hence , the need arises to identify a modal model of a automobile in driving condition . in this case , only response data are measurable while the actual loading condition is unknown
    這種方法費時費力,成本很高,而且由于懸架系統(tǒng)的預應力和非線性等因素使汽車的實際工作情況與實驗室的控制狀況存在較大的差異,識別精度也存在一系列問題,因此有必要進行工作環(huán)境下的模態(tài)識別研究,即在激勵信號未知情況下利用響應信號來識別模態(tài)參數(shù)。
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