摘要
通过对欧洲规范 4第 1 2部分有关试验数据结果的分析和介绍 ,对高温下连接件的极限承载力和力与滑移关系给出了详尽的说明和描述 ,从而为火灾条件下进一步考虑组合梁构件的实际工作性能提供重要的参考数据和理论模型 。
By means of introducing experimental results according to Eurocode 4 part 1 2 and detailed descriptions of ultimate shear resistance and force-displacement relationship of shear connectors of composite beams subjected to elevated temperature it can provide an useful analytical model and important referred data which can help structural designers to get through and systematical understanding of in what way and to what degree the relative displacement of the connectors can have effects on the composite beams
出处
《钢结构》
2004年第1期30-31,55,共3页
Steel Construction
关键词
组合梁
剪力连接件
极限抗剪承载力
composite beams shear connection ultimate shear resistance
