摘要
钢梁等强全栓拼接因其在工地现场施工方便,比全焊和栓焊连接容易控制施工质量,在日本钢结构建筑中应用比较广泛。结合国内规范和日本规范中关于钢梁全栓拼接的计算方法,对比中日计算方法的不同之处。促进对国内规范相关内容的理解。
Owing to its construction convenience and good construction quality compared to welding connection,the bolted connection of steel beam has been widely used in steel buildings of Japan.In this paper,compared with the calculated method of the bolted connection with full-strength of steel beams between Chinese code and Japan code,good understanding of related content of Chinese code is obtained.
出处
《建筑结构》
CSCD
北大核心
2009年第S1期480-482,共3页
Building Structure
关键词
全栓拼接
弹性阶段设计
塑性阶段设计
bolted connection with full-strength
elastic design
plastic design
