| 薄柔钢框架刚性端板连接节点的设计方法 |
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| 引用本文： | 王素芳. 薄柔钢框架刚性端板连接节点的设计方法[J]. 兰州理工大学学报, 2011, 37(1): 111-116 |
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| 作者姓名： | 王素芳 |
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| 作者单位： | 上海电力学院,经济与管理学院,上海,200090 |
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| 基金项目： | 上海高校选拔培养优秀青年教师科研专项基金(sdl-07043) |
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| 摘 要： | 通过对已有试验结果的分析、公式推导和节点参数计算,指出影响端板连接节点刚度的关键因素是节点域刚度,提高节点刚度最有效的措施是提高节点域刚度.提出簿柔钢框架中刚性端板连接节点的设计方法,根据薄柔构件的特点,在现行规范基础上对节点组件的设计作了修改和补充,对节点增加了刚度计算和剐性判断.当初步设计的节点不满足刚接要求时,提...
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| 关 键 词： | 钢结构 端板连接 刚性节点 薄柔钢框架 节点域 |
Design method for rigid joint of end-plate connection in slender flexible steel frames |
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| WANG Su-fang. Design method for rigid joint of end-plate connection in slender flexible steel frames[J]. Journal of Lanzhou University of Technology, 2011, 37(1): 111-116 |
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| Authors: | WANG Su-fang |
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| Affiliation: | WANG Su-fang(School of Economics and Management,Shanghai University of Electric Power,Shanghai 200090,China) |
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| Abstract: | It was indicated by the analysis of experimental result available,formula derivation,and computation of joint parameters that the stiffness of joint in end-plate connection was mainly affected by panel zone stiffness,and the most effective measure to improve the joint stiffness would be to improve the panel zone stiffness.The method to design rigid joint in end-plate connection for slender flexible steel frames was then put forward.According to the characteristics of slender flexible members,design methods ... |
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| Keywords: | steel structure end-plate connection rigid joint slender flexible steel frame panel zone |
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