摘要
对钢结构柱脚圆、环形底板锚栓的设计进行讨论。考虑锚栓和混凝土的线弹性性质以及多个锚栓的作用,并以单向迭代法进行计算,得到较为精确的结果,并用工程实例加以说明。
The design of the anchor bolt of circular or annular plate of a steel column base was discussed. Considering the elastic properties of the bolt and the concrete, as well as the role of a number of bolts, the result was comparatively accurate by unidirectional iteration method, which was explained by an example.
出处
《钢结构》
2013年第1期37-41,共5页
Steel Construction
关键词
圆、环形底板
锚栓
线弹性
平截面假定
单向迭代
circular or annular plate
anchor bolt
linear elasticity
hypothesis of plane section
unidirectional iteration
