露出型钢柱脚抗剪承载力计算方法探讨  

PROBING INTO COMPUTATIONAL METHOD ON SHEAR-CARRYING CAPACITY OF STEEL COLUMN BASE

作　　者：李维平[1] 刘西金[1] 

机构地区：[1]北京建筑工程学院,100044

出　　处：《中国科技信息》2009年第3期54-55,共2页China Science and Technology Information

摘　　要：分析了国内外对钢柱脚锚拴的研究情况,提出了露出型钢柱脚需要设置抗剪键新的分界点;提出了设置抗剪键的建议及计算公式。The research conditions of anchor bolt for steel column base are analyzed at home and abroad, a new cut- off point of installing sheer connector is brought forward, suggestions and computational formula of installing sheer connector are put forward.

关 键 词：钢柱脚 锚拴 抗剪键 

分 类 号：TU391[建筑科学—结构工程]