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高层建筑钢结构刚性柱脚的设计与研究
引用本文:王燕.高层建筑钢结构刚性柱脚的设计与研究[J].青岛理工大学学报,1994(3).
作者姓名:王燕
作者单位:Dept. of Civil Engineering,QIAE
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.

关 键 词:承载力,埋入深度,柱脚.抗剪栓钉

Design and Study of Rigid Heels in Steel Structure forHighrise Buildings
Wang Yan.Design and Study of Rigid Heels in Steel Structure forHighrise Buildings[J].Journal of Qingdao Technological University,1994(3).
Authors:Wang Yan
Abstract: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.
Keywords:bearing capacity  imbeddegd depth  heel  sheer bolt  
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