摘要
在详细分析钢结构连接中三面围焊计算方法的基础上,提出了截面刚度视角下的计算公式,建立简化力学模型。从构件截面刚度的角度确定肢背、肢尖的分配系数,对单角钢与节点板三面围焊的侧缝长度计算方法做了改进。
Based on the detailed analysis of calculation method for the three sides weld in steel structure connections, We put forward the calculation formula from the point of view of section stiffness and established a simplified mechanical model .Determined the distribution coefficient of limb back and sharp from the point of view of the section stiffiaess, from the point of view of the component section stiffness,improve the side length calculation method of the single Angle steel and node board with three sides weld.
出处
《工程建设与设计》
2012年第12期61-63,共3页
Construction & Design for Engineering
关键词
三面围焊
分配系数
截面刚度
three sides weld
distribution coefficient
section stiffness
