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。
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.
引文
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