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| 露出型钢柱脚抗剪性能的理论与试验研究 | |
| 引用本文： | 李维平,严新兵,于幼云.露出型钢柱脚抗剪性能的理论与试验研究[J].钢结构,2007,22(1):45-48. |
| 作者姓名： | 李维平 严新兵 于幼云 |
| 作者单位： | 1. 北京建上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 |
| 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。 |
| 关 键 词： | 钢柱脚 锚栓 受剪承载力 |
| 收稿时间： | 2006-08-25 |
| 修稿时间： | 2006年8月25日 |
THEORETICAL ANALYSIS AND EXPERIMENTAL RESEARCH ON SHEARING BEHAVIOR OF STEEL COLUMN BASE |
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| Li Weiping,Yan Xinbing,Yu Youyun.THEORETICAL ANALYSIS AND EXPERIMENTAL RESEARCH ON SHEARING BEHAVIOR OF STEEL COLUMN BASE[J].Steel Construction,2007,22(1):45-48. | |
| Authors: | Li Weiping Yan Xinbing Yu Youyun |
| Affiliation: | Li Weiping (Beijing Jiangong Jingjing-Dafang Engineering Construction Supervision Co. Beijing 100037) Yan XinbingYu Youyun (Beijing Building Construction Research Institute Beijing 100039)(Beijing Jiaotong University Beijing 100044) |
| Abstract: | 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. |
| Keywords: | steel column base anchor bolt shear bearing capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |
