中英
1
linear elastic analysis中文是什么意思
- 中文翻譯
- 造句
- 線彈性分析
- linear adj. 1.線的，直線的。 2.長度的。 3.【數(shù)學(xué)】 ...
- elastic adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的 ...
- analysis n. (pl. -ses ) 1.分解，分析；【數(shù)學(xué)】解 ...
- linear elastic 線彈性的
- elastic analysis 彈性分析
- linear analysis 圖線分析; 線性分析
- elastic linear contact seal 彈性線接觸密封
- linear elastic continuum model 線彈性連續(xù)介質(zhì)模型
- linear elastic fracture mechanics 線彈性動力學(xué); 線彈性斷裂力學(xué)
- linear elastic theory 線彈性理論
- linear-elastic material 線彈性材料
- non-linear elastic relation 非線性彈性關(guān)系式
- automatic elastic plastic analysis 自動彈塑性分析
- elastic analysis scheme 彈性方案; 角焊縫有效厚度
- elastic recoil analysis 彈性反沖分析
- elastic-plastic-creep analysis 彈塑性蠕變分析
- photo elastic analysis 光彈性分析
- rigid-elastic analysis scheme 剛彈性方案; 剛域
- linear elastic fracture mechanics, lefm 線彈性斷裂力學(xué)
- linear buckling analysis 線性彎曲分析
- linear discriminant analysis 線性判別分析
- linear displacement analysis 線性位移分析
- linear factor analysis 非線性因素分析
- linear perturbation analysis 線性微擾分析
- linear prediction analysis 線性預(yù)測分析
- The analysis shows that the stability factor of linear elastic analysis is approximately equal to the stability factor of geometrical nonlinear analysis . it is also revealed that the stability factor decreases little with respect to various horizontal loads
研究顯示幾何非線性穩(wěn)定分析結(jié)果與線彈性穩(wěn)定分析結(jié)果較為接近，并且在不同量值水平風(fēng)荷載作用下，該橋的穩(wěn)定系數(shù)下降不多。 - Adopting the conceptions of thin - walled member theory , studies on linear elastic analysis and ultimate strength behaviors of curved i - beams are presented in this paper , which may give helps to a deeper understanding of the behavior of curved beams and provide a reasonable design guideline
本文依據(jù)薄壁構(gòu)件理論，通過對工字形截面圓弧曲梁的線性分析、穩(wěn)定理論和極限承載力等問題的研究，旨在進(jìn)一步了解這類構(gòu)件的工作特性，并為工程設(shè)計提供一定幫助。 - In order to obtain elastic stiffness matrices and geometry stiffness matrices that do not depend on subdivision of the element for convergence , the displacement functions are expressed in terms of the geometry properties of the section and this consideration leads to the formulation of exact stiffness matrices for linear elastic analysis given in this paper
本文利用有限元方法對變截面梁單元進(jìn)行研究。為了得到精度不依賴于劃分單元數(shù)目多少的彈性、幾何剛度矩陣，本文采用變截面構(gòu)件幾何特性積分所獲得的軸向、側(cè)向位移函數(shù)。
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