nonlinear behavior 中文意思是什麼

nonlinear behavior 解釋
非線性形態
  • nonlinear : 非線性的
  • behavior : n 1 行為，品行；舉止，態度，舉動，表現，行動。2 （生物的）習性；（機器等的）特性，性能，狀態；（...
  1. Nonlinear behavior of nerve fibers with constant current stimulation

    恆流電刺激下神經纖維的非線性行為
  2. Nonlinear behavior of the radiation field in milo

    磁絕緣傳輸線振蕩器中輻射場的非線性行為
  3. The trained neural network model can be used to solve a variety of problems emerged in rf / microwave circuit design, such as in microwave circuit cad, the established model structure can be used to characterize the nonlinear behavior of microwave circuits

    如用於微波電路cad ，可用所建立的模型結構來描述這么一類微波電路的非線性行為特徵；如用於微波電路設計，則可進行如共面波導、晶體管、傳輸線、濾波器和放大器等的設計；如用於微波電路優化，則可用所建立的電路模型優化電路參數，進行阻抗匹配等。
  4. Nonlinear behavior of the constitutive simulation of meso - scopic computational mechanics for three - dimensional multi - directional braided composites

    三維多向編織復合材料非線性本構行為的細觀數值模擬
  5. It is interesting to note that the concrete building exhibits distinctly nonlinear behavior even at the relatively low force levels of the test.

    值得注意的是，甚至在試驗力比較小的情況下，鋼筋混凝土建築物也呈現出明顯的非線性性質。
  6. At the same time in this paper we analyze nonlinear behavior of masonry through finite element method program and obtain its load when the wall start to crack and when it destroy, the p - u curve and so on. a comparison has been made between the data obtained from the experiment and the calculated through finite element method program so that we can study the cause of crack. in this paper we use finite element method to study concrete ' s character to analyze masonry, satisfactory results have been attained

    因此本文在對灰砂磚砌體進行力學性能試驗的基礎上，分析其裂縫產生的破壞模式與開裂機理，並論述了將斷裂力學知識運用於研究砌體裂縫問題的可行性；同時，本文運用有限元方法對結構低周反復加載靜力試驗所做的灰砂磚墻片進行非線性分析計算，得出墻片的開裂荷載、極限荷載、 p ? u曲線，裂縫在墻體上的分佈等，與試驗所得數據對比，以便於研究裂縫的開裂機理，並將研究混凝土的有限元方法運用到對砌體的研究中，取得了較滿意的結果，為類似的試驗分析提供了一條新的思路。
  7. But because of an indeterminate flexible structure with many degree of redundancy, its variant inner force under dead - loading, nonlinear behavior and the correlation between construction method and completed structure, especially incessant conversion of system in construction method, these must bring many complicated change to construction internal force and displacement. these main factors resulting in construction control analysis become more important in the design of cable - stayed bridge

    但由於它屬于高次超靜定的柔性結構，恆載內力狀態具有多樣性、結構狀態呈非線性、施工過程與成橋狀態具有相關性，特別是在施工階段結構體系的不斷轉換，必然給橋梁結構帶來較復雜的內力和位移變化，這些特點使得斜拉橋的施工控制分析成為突出的研究課題。
  8. The rate of domain switching plays an important role in the nonlinear behavior and properties that are frequency dependent. it is necessary to incorporate the rate of domain switching when multi - scale analysis of the coupled macroscopic thermo - electric - mechanical behavior of ferroelectrics is carried out

    疇變具有一定速度，疇變速率對鐵電體的非線性響應和頻率相關響應等性質起到重要的作用。在對鐵電體多場耦合進行多尺度分析時，必須考慮疇變速率的影響。
  9. 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、樑柱效應和結構大位移，其中：索的非線性分析採用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採用cr列式法，計算中採用基於newton - raphson法的增量迭代方法求解非線性方程組。
  10. A series of elastic spring were used to simulate the soil reaction to structure and a equivalent linear iterative approach was used for simulating the soil nonlinear behavior in the finite element analysis in this paper

    在有限元分析中，本文採用一系列彈性彈簧單元模擬土作用，通過反復的等效線性迭代過程模擬土對結構的非線性。 2 、進行模態分析。
  11. 2 nonlinear behavior of enterprises " technical innovation behavior system behavior of enterprises " technical innovation behavior means any variation in contrast to circumstances. it includes interior behavior and exterior behavior

    二、企業技術創新行為系統的非線性系統行為企業技術創新行為系統的系統行為是企業技術創新行為系統相對于環境發生的各種變化，可分為內部行為和外部行為。
  12. In this paper, nonlinear behavior of reinforcement concrete combined torsion members subjected to axial compression, bending moment, shear and torsion is analyzed and researched with nonlinear finite element method. concrete has been modeled using eight - node hexahedral isoperimetric element and reinforcement element are divided into two cases. longitudinal reinforcement has been modeled with discrete element and stirrup has been modeled with smeared element

    在建立鋼筋混凝土的有限元模型時，混凝土採用的單元為八節點六面體等參單元，鋼筋單元分為兩種情況，縱向鋼筋採用分離式鋼筋單元，箍筋採用埋藏式鋼筋單元，即箍筋作為附著在混凝土等參數單元內或單元上的「膜單元」 。
  13. ( 3 ) phase space reconstruction analysis method based on observed time series is used to analyze and identify nonlinear dynamics of rotor system. the evidence with statistical meaning representing strong nonlinear behavior is obtained

    （ 3 ）採用基於觀測時間序列的重構相空間分析方法對轉子系統的非線性行為進行辨識與分析，獲得了系統出現強非線性行為的統計意義上的證據。
  14. In order to consider the geometrically nonlinear behavior of suspension bridge structure, the tangential stiffness matrix of the assembled element and that of the spatial bar element were formulated

    根據等參單元的大變形理論，推導了組合單元的切線剛度矩陣，以適應懸索橋的幾何非線性分析。
  15. The function of this model is more powerful, so the model can be used in three - dimensional stress state. using damage concept to reflect the phenomenon of continuous stiffness degeneracy and nonlinear behavior for concrete, combined material parameters with physical phenomenon of concrete makes the results with the model in three - dimensional stress state for concrete consist with experiment and settles the difficulty of calculate

    該模型是一種功能較強的模型，可以用於混凝土三向受力的情況，採用損傷概念來反映混凝摘要土連續性剛度退化現象和非線性性能，把材料參數與混凝土一些物理現象組合在一起，使得這種模型應用於混凝土三向受力時與實驗結果的一致性和計算上的困難得以解決。
  16. Analysis and simulation of the geometric nonlinear behavior of cable - stayed bridges

    斜拉橋幾何非線性效應分析與數值模擬
  17. The nonlinear behavior depends strongly on the flow rates and on the temperature of the media

    系統非線性性在很大程度上取決于介質的流速和介質的溫度。
  18. Nonlinear behavior and characteristic rule of rub - impact rotor are deeply and systematically studied

    深入系統地研究了碰摩轉子的非線性行為與特徵規律。
  19. The analysis result shows that the stability factor of the bridge deceased significantly when the nonlinear behavior of material is considered

    結合該橋的實際情況，其功能和強度已不滿足要求。通過雙重非線性計算時。
  20. 2 a systematic research is done on the lateral behavior of braced steel frame system and the nonlinear behavior of concentrically braced frames ( cbfs ) and eccentrically braced frames ( ebfs ) is analyzed

    2對支撐體系的抗側力性能進行了系統的研究，對中心支撐體系和偏心支撐體系的非線性性能進行了簡化分析。
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