3 杨启武. 弯矩剪力等比数列收敛法. 工程力学,1992, 9(2):117-123 (Yang Qiwu. Moment and shear distribution method using geometric series. Engineering Mechanics, 1992, 9(2):117-123 (in Chinese))
[4]
4 徐汉忠. 结构力学中结点不平衡力矩分配传递的极限公式. 河 海大学学报,1997,25(6):60-64 (Xu Hanzhong. Limit formula of unbalanced moment distribution between nodes in structural mechanics. Journal of Hohai University, 1997, 25(6):60-64 (in Chinese))
[5]
5 徐汉忠,周兰庭. 三跨刚架弯矩分配传递无限次的精确解. 南京 理工大学学报,2001, 25(4):412-415 (Xu Hanzhong, Zhou Lanting. Moment infinitely distributed exact solution for three-bay frame. Journal of Nanjing University of Science and Technology, 2001, 25(4):412-415 (in Chinese))
[6]
6 徐汉忠. 四杆封闭结构在任意载荷作用下的精确解. 河海大学学 报,2001,29(5):106-109 (Xu Hanzhong. Exact solution for four members closed structures with arbitrary loads. Journal of Hohai University, 2001, 29(5):106-109 (in Chinese))
[7]
7 徐汉忠,奚康洪,律海燕. 六跨刚架弯矩分配传递无限次的精确 解. 南京工业大学学报,2004,26(1):33-36 (Xu Hanzhong, Xi Kanghong, Lffu Haiyan. Exact solution for six-bay frame moment distribution infinitely. Nanjing University of Technology, 2004, 26(1):33-36 (in Chinese))