摘要
对埋入式柱脚的主要破坏形式、抗剪栓钉的数量以及柱脚埋置深度等因素对柱脚承载力的影响，进行分析和讨论．依据试验研究，对埋入式柱脚的设计公式提出补充和修改建议．
This peper analyses and discusses the influences of the main destrUCtive forms of imbedded heels,the number of sheer bolts and the imbedded depth on bolt bearing capacity. Based on the experiment and study,some additional suggestions for revision are raised for the design of imbedded heels.
出处
《青岛建筑工程学院学报》
1994年第3期17-21,共5页
Journal of Qingdao Institute of Architecture and Engineering
关键词
高层建筑
钢结构
柱脚
设计
承载力
bearing capacity, imbeddegd depth,heel,sheer bolt
