摘要
结合我国现行规范和国内外相关研究成果 ,对多层抗震钢框架中梁柱端板连接的构造和设计方法进行了分析和总结 ,通过与试验结果对比 ,证明该方法安全、合理、可靠 ,既可以保证节点的承载力 ,又可以保证节点的延性和耗能能力 。
Based on current design codes of our country and domestic and overseas relative research achievements,the details and design method of end-plate connections in seismic multi-story steel frames are analyzed and summarized.In comparison with some experimental results,it can be concluded that the proposed method is safe,rational and reliable,and both the loading capacity and ductility of the connection can be ensured.
出处
《钢结构》
2004年第3期1-3,10,共4页
Steel Construction
基金
教育部优秀青年教师资助计划项目
关键词
多层建筑
钢结构
端板连接
承载力
延性
steel structure end-plate connection multi-story seismic
