linearly elastic 中文意思是什麼
linearly elastic
解釋
線性彈性的-
Under the assumption that the elastic tensor satisfies the strong - ellipticity condition, we reduce the two - dimensional equations of linearly elastic membrane shells to a first order linearly symmetric hyperbolic system
摘要在彈性張量滿足強橢圓性條件的假設下，把2 -維線性動態膜殼方程組化為一階線性對稱雙曲組。 -
An analytic method is developed for the problem of scattering of steady sh - wave and dynamic analysis of a shallow - embedded circular lining structure in the field of linearly elastic dynamic mechanics in this paper
本文在線彈性力學范疇內，建立了求解半無限空間中界面附近圓形襯砌結構對sh波散射與動應力集中問題的解析方法。 -
The spectrum curves determined for linearly elastic systems still have significance for nonlinear hysteretic vibrations.
線性彈性系統確定的譜曲線對非線性滯回振動仍然是有意義的。 -
For the anti - sliding pile on the linearly elastic foundation, the differential expressions for the pile are given when the sliding mass behind the pile moving with the same displacement. the finite element programming has been programmed. 4
文中以線彈性winkler地基上的抗滑樁為對象，得出了樁后滑體系統位移為平動時抗滑樁求解的微分方程式，編第i ！ -
Most structural materials are not only elastic but within limits, linearly elastic ; their deformation is proportional to the load
大多數結構材料不僅有彈性，而且在一定限度內具有線性彈性；其變形與負荷成正比。 -
The scattering problems of sh - waves are studied in this paper by an interface arbitrary - shape - cavity as well as collinear cracks or interface cracks originating diametrically at the cavity edge in the field of linearly elastic dynamic mechanics. the methods of complex function and green ' s function are used here
本文在線彈性力學范疇內，採用復變函數和green函數方法研究了平面sh波在界面任意形孔洞、孔邊徑向裂紋和孔邊徑向界面裂紋上的散射問題。 -
Research has been carried on the mechanical computation model for the anti - sliding pile, including linearly elastic two - constant foundation model, elastic - plastic foundation model. the details of the finite element have been given and programmed. also, making use of the displacement model, the thesis has analyzed the interacting mechanism of the double - row pile
（ 4 ）對抗滑樁的力學計算模型進行了研究，建立了包括彈性雙參數地基模型、彈塑性地基模型上抗滑樁計算的具體有限元計算格式，編制了程序；同時應用建立的抗滑樁與坡體相互作用的位移模型，對雙排樁之間的相互作用進行了初步分析。
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