摘要
在受拉和受弯共同作用下,考虑所用材料的线弹性性质以及多个锚栓的作用,采用理论公式和迭代法,对具有圆形、环形底板的钢结构拉弯柱脚的锚栓设计进行了优化。
It was optimized the design of anchor bolts of circular or annular plate for steel column foot under tension and bending by means of considering the linear property of materials and the role of multiple anchor bolt,as well as using theoretical formulas and iteration method.
出处
《钢结构》
2014年第2期32-38,共7页
Steel Construction
关键词
圆、环形底板
锚栓
拉力
弯矩
线弹性
迭代
circular or annular plate
anchor bolt
tension moment
linear elasticity
iteration
