| 钢结构端板连接抗震设计方法 |
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| 引用本文： | 石永久,施刚,王元清,李少甫.钢结构端板连接抗震设计方法[J].世界地震工程,2007,23(3):86-91. |
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| 作者姓名： | 石永久 施刚 王元清 李少甫 |
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| 作者单位： | 清华大学土木工程系,清华大学结构工程与振动教育部重点实验室,北京,100084 |
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| 基金项目： | 教育部高等学校优秀青年教师教学科研奖励计划 |
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| 摘 要： | 系统地总结了国内外钢结构端板连接研究成果以及相关设计规范的规定，提出了钢结构端板连接抗震设计具体方法，主要包括：节点标准构造、抗震承载力验算、极限承载力验算、延性设计，为我国钢结构抗震设计规范的相关内容提供了有益补充建议。
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| 关 键 词： | 钢结构 端板连接 抗震设计 |
| 文章编号： | 1007-6069（2007）03-0086-06 |
| 修稿时间： | 2007-02-152007-06-13 |
Seismic design method of end-plate connections of steel structures |
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| SHI Yong-jiu,SHI Gang,WANG Yuan-qing,LI Shao-fu.Seismic design method of end-plate connections of steel structures[J].World Information On Earthquake Engineering,2007,23(3):86-91. |
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| Authors: | SHI Yong-jiu SHI Gang WANG Yuan-qing LI Shao-fu |
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| Institution: | Department of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua University, Beijing 100084, China |
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| Abstract: | Based on the systematic summary of the domestic and overseas research achievements on the end-plate connections and the specifications of the relevant design codes for the steel structures, a complete seismic design method of the end-plate connections has been proposed in this paper. This method includes suggestions of connection details, seismic loading capacity calculation, ultimate loading capacity calculation and ductility design for the steel end-plate connections. The proposed method provides a beneficial supplement to the current seismic design code on the steel structures. |
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| Keywords: | steel structure end-plate connection seismic design |
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