型钢混凝土梁柱削弱型节点研究  

作　　者：肖家煦 

机构地区：[1]河北工程大学土木工程学院,河北邯郸056000

出　　处：《科技创新与应用》2020年第14期71-72,共2页Technology Innovation and Application

摘　　要：文章选择ABAQUS有限元软件为工具,采用数值模拟的方法建立不同类型的型钢混凝土节点模型进行数值模拟。结果表明,DRBS双削弱型钢混凝土节点在延性、耗能能力等抗震性能方面优于RBS狗骨式型钢混凝土节点,优于SRC普通型钢混凝土节点。In this paper,ABAQUS finite element software is selected as the tool,and the numerical simulation method is adopted to establish different types of steel concrete joint models for numerical simulation.The results show that DRBS double weakened SRC joint is superior to RBS dog-bone SRC joint in terms of ductility,energy dissipation and other seismic performance,and superior to SRC common SRC joint.

关 键 词：型钢混凝土 双削弱型节点 狗骨式节点 

分 类 号：TU398.9[建筑科学—结构工程]