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。
Through analysis of finite element result of 16 roof-truss-frame bracing wall beam according to orthogonal design, a simple formula for calculation of bending moment of section controlled by bridle is obtained by use of Matlab programme of regression. Designers can use it for reference.
出处
《安徽地质》
2004年第4期308-311,共4页
Geology of Anhui
关键词
框支连续墙染
托梁
弯矩
回归分析
frame-bracing continuous wall beam
bridle
bending moment
regression analysis
