摘要
钢结构中的梁柱节点并不是完全刚接或者完全铰接,而是属于半刚性连接。针对外伸端板半刚性连接,利用组件法推导其初始刚度的预测计算公式,并利用已有的试验数据验证其正确性,为实际工程中的应用奠定了理论基础。
Beam column joints in steel structures are not completely rigid or hinged,but belong to semi-rigid connections.For the extended end plate semi-rigid connection,the prediction and calculation formula of its initial stiffness is derived by using the component method,and its correctness is verified by using the existing test data,which lays a theoretical foundation for the application in practical engineering.
作者
刘伟
Liu Wei(School of Urban Construction and Transportation,Hefei University,Hefei 230601,China)
出处
《山西建筑》
2022年第5期5-9,17,共6页
Shanxi Architecture
基金
2021年度安徽省自然科学基金(2108085ME189)
2018安徽省高校自然科学研究重大项目(KJ2018ZD054)。
关键词
外伸端板半刚性连接
初始刚度
组件法
extended end plate semi-rigid connection
initial stiffness
component method
