摘要
通过按正交设计的16榀框支墙梁的有限元结果分析,采用Matlab程序回归得出了托梁控制截面弯矩计算的简单公式,可以供设计者参考。
Using finite element method for 16 frame-supported continuous masonry walls composed with the normal law,the paper presentes a simple method of calculating bending moment of control cross section of joists based on Matlab.
出处
《长春工程学院学报（自然科学版）》
2004年第3期7-9,17,共4页
Journal of Changchun Institute of Technology：Natural Sciences Edition
关键词
框支连续墙梁
托梁
弯矩
框架
回归分析
frame-supported continuous masonry wall
joist
bending moment
frame
regression analysis
