节点文献
T型钢梁柱连接受力性能研究
RESEARCH ON MECHANICAL BEHAVIOR OF THE SLIT T STEEL BEAM-COLUMN CONNECTIONS
【摘要】 T型钢是典型的半刚性连接之一,目前已初步应用在工程实践中。对T型钢连接进行非线性有限元分析计算,得到了剖分T型钢连接作为钢框架中主要抗弯构件拥有相当高的强度和刚度以及良好的延性。对T型钢梁柱连接在钢框架中的应用提供一定的理论依据。
【Abstract】 Slit T steel connection is a typical one of the semi-rigid connections,which has been a preliminary application in engineering practice.In this paper,Full-scale model of the slit T steel connections using H-section member had been analyzed using ANSYS.It is concluded that slit T steel connections can possess the relative high stiffness, strength and excellent ductility as moment-resisting components in the seismic design of frames.These conclusions can provide theoretical basis and reference for application of slit T steel connection in steel frame.
【关键词】 剖分T型钢;
非线性分析;
有限元;
节点域;
加劲板;
【Key words】 slit T steel; nonlinear analysis; finite element; joint zone; reinforced plate;
【Key words】 slit T steel; nonlinear analysis; finite element; joint zone; reinforced plate;
【基金】 博士后科学基金资助项目20070421218;河南省科技重点攻关项目092102210019
- 【文献出处】 建筑技术开发 ,Building Technique Development , 编辑部邮箱 ,2010年05期
- 【分类号】TU398.9
- 【被引频次】2
- 【下载频次】2