节点文献
钢框架梁柱T型钢连接滞回性能的研究及设计建议
HYSTERETIC BEHAVIOR STUDY AND DESIGN SUGGESTIONS ON STEEL BEAM-TO-COLUMN T-STUD CONNECTIONS
【摘要】 钢框架梁柱T型钢连接是一种采用T型钢通过高强螺栓连接的节点连接形式,这种连接安装简单、造价经济,而且其刚度和承载力相对较大,延性较好。通过ANSYS对T型钢连接的滞回性能进行分析,并在非线性有限元分析结果的基础上,提出钢框架T型钢连接的抗震设计对策和建议。
【Abstract】 The steel beam-to-column T-stud connection is a type of connection connected by high-strength bolts. This type of connection has many advantages such as easy fabrication, lower cost, relatively high rigidity and bearing capacity,good ductility.The hysteretic behavior of the T-stud connections is analyzed by ANSYS program,and based on the nonlinear FEM analysis, suggestions onseismic design of T-stud connection are proposed.
- 【文献出处】 钢结构 ,Steel Construction , 编辑部邮箱 ,2008年04期
- 【分类号】TU391
- 【被引频次】5
- 【下载频次】146