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102年 - 102 國立交通大學_碩士班考試入學試題_資訊聯招:資料結構與演算法#113274
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16. (5%) Consider the multiplication of four matrices with dimensions in the following order: 10x11,11x25,25x40,40x2. Find the optimal parenthesization of the above product and the minimum number of scalar multiplications needed.
相關申論題
17. (5%) Consider the problem of finding a vector (X1, X2, X3, X4, X5 ) satisfying the following constraints such that X1 + X2 + X3 + X4 + X5 is maximized, where xi - 0 for i=1,...,5. What are the maximum value and the corresponding vector?
#484042
18. Consider a set of 6 nodes 1, 2, 3, 4, 5, 6 and their corresponding weights: 2, 3, 4, 4, 5, 6.(a) (5%) Build a binary tree with these nodes appearing in the leaves such that the maximum of w[il x (1/2)^d[i] is minimized, where w[i] is the weight and d[i] is the depth of node i in the tree. Note that the root has depth 0. What is the optimal value?
#484043
(b) (10%) Give a greedy algorithm for N nodes and explain your idea.
#484044
(a)(10分)請計算主應力面之角度(the angie of principal stress)與之正向應力與剪應力(normal and shear stress)。
#484045
(b)(10分)請計算最大剪應力所在面之角度(angle of maximum shear stress)與在這個面上相對應之正向應力與剪應力(normal and shear stress)。
#484046
(c)(3分)請繪出最大主應力所在之平面(the plane with respect to the principal stress),並標示該面上之應力與角度(indicates the stress and angle)。
#484047
(d)(2分)請繪出最大剪應力所在之平面(the plane with respect to the maximum shear stress),並標示該面上之應力與角度(indicates the stress and angle)。
#484048
2.(25分)有一樑如圖2所示,請計算C點之變位(the deflection at the mid-span C).假設樑之I=0.1457✖10-3m4與E=20GPa).
#484049
3.(25分)某樑ABCD及其矩形空心斷面如圖3所示,A點為鉸接支撐(hinged joint),C 點為滾接支撐(roller support),B 點承受一垂直集中載重P,D點承受另一垂直集中載重4.5kN,已知此梁之降服撓曲應力σy=7.0MP及降服剪應力τy=1.0MPa,假設樑自重不列入考慮,則集中載重P之容許最大值為多少?
#484050
(1)AB梁產生最大撓曲應力之位置。(20分)
#484051
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102年 - 102 國立交通大學_碩士班考試入學試題_資訊聯招:資料結構與演算法#113274
102年 · #113274