• 2022-07-25
    图示 2 跨 2 层刚架, 梁的线刚度 [tex=0.714x1.214]DLBE9sbNUyvQez1BkENcNLhbyut36/WBGG1ATxORpLE=[/tex], 柱的线刚度 [tex=0.643x1.214]DLBE9sbNUyvQez1BkENcNGHMCN7S1/Lu978S+XEBKzg=[/tex] 。在以下三种情况下(均为杆线刚度相对值):(1) [tex=4.286x1.214]DLBE9sbNUyvQez1BkENcNMK0ULdBSCCQvS7z/i7yPa5/L7R85cQ0i5O9Ai1LKhP04HLEHRMx1Jl9AUCdxRTzcQ==[/tex];(2) [tex=5.071x1.214]DLBE9sbNUyvQez1BkENcNMK0ULdBSCCQvS7z/i7yPa5/L7R85cQ0i5O9Ai1LKhP0SayWdZLWAhk6P0f1NbHtbw==[/tex](3)[tex=4.786x1.214]DLBE9sbNUyvQez1BkENcNJ6nElUOQcUDypRSKaUgJMWF4Xk6tFa5siR5wLEIbUPK8vqNQn84ypyKqDmI5q0nvw==[/tex] 。试求:(a)忽略结点侧移时, 刚架的弯矩图。(b) 考虑结点侧移时, 刚架的弯矩图。(c)比较以上三种情况下, 忽略结点侧移与考虑结点侧移内力的差别。[img=468x375]17cfae124986a96.png[/img]