露出型钢柱脚抗剪性能的理论与试验研究  

THEORETICAL ANALYSIS AND EXPERIMENTAL RESEARCH ON SHEARING BEHAVIOR OF STEEL COLUMN BASE

作　　者：李维平[1] 严新兵[2] 于幼云[3] 

机构地区：[1]北京建工京精大房工程建设监理公司,北京100037 [2]北京市建筑工程研究院,北京100039 [3]北京交通大学,北京100044

出　　处：《钢结构》2007年第1期45-48,共4页Steel Construction

摘　　要：介绍了国内外对钢柱脚锚栓的研究,并对其设计方法进行分析。通过试验与理论研究,应用相关文献的试验数据进行较好的验证,提出了一种低位锚栓钢柱脚整体抗剪设计方法。The reseach conditions of anchor bolt are introduced and it is analyzed that different design methods of anchor bolt for steel column base in China and abroad. According to experimental and theoretical research, coupled with the validation by experimental data of correlative referrence literature, a design method of whole shearing resistance for low-place bolt steel column base is put forward.

关 键 词：钢柱脚 锚栓 受剪承载力 

分 类 号：TU392.1[建筑科学—结构工程]