infinite weight 中文意思是什麼
infinite weight
解釋
無限大權-
He demenstrates some properties of schubert submodules including the fact that an integrable highest - weight module v is a union of it ' s schubert submodules and the dimensions of schubert submodules are finite although the integrable highest - weight module itself is infinite - dimensional. it ' s the purpose to find an expression to dimensions of schubert submodules in this part. this part is oganized as follows : chapter 1 is an introduction
Hall在他的博士論文中，已經討論過schubert伸和可積最高權模之間所具有的緊密聯系，包括可積最高權模可表成schubert子模的並；且盡管可積最高權模的維數本身是無限的，但schubert子模的維數總是有限的；等等。 -
With the method of the lie group transformation, the symmetry of the equation governing one dimensional finite strain consolidation is discussed and, from the point of the symmetry, the feasibility to obtain the analytical solution of these nonlinear partial differential equations is discussed. where - after exact or approximate analytical solutions focused on different consolidation problems are obtained, these including : under some assumptions of relations of the void ratio with coefficient of permeability and effective stress, the method of lie group transformation is applied to solve the non - linear partial differential equation of large strain consolidation of homogenous saturated clay soil in semi - infinite domain with the consideration of the material and geometrical nonlinearity during consolidation procession. the implicit exact solution without considering the effect of self - weight of soil is obtained
運用lie群變換方法討論了一維大應變非線性固結方程的對稱性，以及在該對稱性的意義下求解這類非線性偏微分方程解析解答的可能性，並就大應變非線性固結問題的多種情況求得了其完整的或者近似的解析解答，具體包括：基於有效應力與孔隙比以及滲透系數與孔隙比之間的關系的一些假定，採用李群變換求解考慮材料非線性和幾何非線性的半無限均質土體大變形固結非線性偏微分方程，得到了一個不考慮自重固結的完全解析解。 -
The result of a case studying shows that the settlement calculated by large strain consolidation theory is large than that by infinite strain theory during the consolidation procession, but the final settlements calculated by both theories are same. more general assumptions than that in the classical consolidation theory is adopted and the exact analytical solution of nonlinear finite strain self - weight consolidation based on this assumption is obtained. by applying same experiment data, the comparison of the solutions of linear and nonlinear finite strain theory, as well as the numerical solution from finite element method is presented
對此模型求得到了某些特殊條件下的lagrange級數解答，並通過尾礦沉降池實例分析，驗證了所得解答的合理性和有效性；建立了土體在堆積過程中的大應變固結模型，通過其對稱性構造出相似變量之後，由攝動法求得了近似解析解答，並通過試驗數據與傳統的線性化固結理論的解答相比較，顯示了傳統線性化固結理論在該問題上的局限性。 -
A composite method for constructing perfect binary array pairs of high - dimension and high - order with known perfect binary array pairs is proposed and verified. the type of perfect binary array pairs constructed with constant weight perfect binary array pairs is discussed. the method can be used to construct infinite perfect binary array pairs
提出並證明了用已知最佳二進陣列偶構造高維、高階最佳二進陣列偶的復合構造法；討論了用等重最佳二進陣列偶復合構造新的高維、高階最佳二進陣列偶時，所得到的最佳二進陣列偶的型的變化結果.使用這種方法可構造無窮多最佳二進陣列偶
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