摘要
为了解宝钢无缝钢管厂厂房柱高位锚栓低加载的柱脚抗剪承载能力，对其工作机理、承载能力、抗滑移性能进行了试验研究。认为在确定抗剪承载力时，以静摩阻力控制为主。
Experimental study was conducted on the working mechanism, load capacity and anti-slip property of the elevated anchored steel pedestal of the seamless steel pipe plant under Baoshan Iron and Steel Complex in order to understand its shear capacity. It is suggested that the static frictional resistance should be mainly controlled and the additional friction force of the anchor bolt should not be taken into account when determining the shear capacity.
出处
《工业建筑》
CSCD
北大核心
1997年第5期28-31,共4页
Industrial Construction
关键词
高位锚栓柱脚
钢结构
厂房
抗剪承载力
滑移
elevated anchored pedestal pretightening force shear capacity slip static frictional resistance
