Applied Mathematics and Mechanics (English Edition) ›› 1998, Vol. 19 ›› Issue (4): 381-390.
隋允康, 王文军
Sui Yunkang, Wang Wenjun
摘要: Taking the sectional area and the bending moment of inertia as variables for each beam element,the plane frame will possess a stiffness matrix containing parameters.In terms of the symbolic computation software,the inverse matrix is solved to obtain the new analytical solution with respect ic characteristics of elements cross-section.The general program is coded in the microcomputer and corresponding exmpales are computed.