摘要
目前在江苏地区出现了大量以双T板为屋盖的单层工业厂房,但国内外对该类结构的节点性能研究较少。文章对双T板与纵梁节点在水平荷载作用下的破坏形态和滞回性能进行试验研究,并通过有限元分析软件ANSYS进行模拟分析。将试验结果与ANSYS计算结果对比,分析节点的刚度,为进一步研究双T板体系的新型框排架结构的抗震性能打下基础。
At present,double T plate is widely used in roofing board of bent frame structure of single-storey industrial building in Jiangsu,but,at home and abroad,the study on such structure is few.In this paper,the hysteretic behavior of double T plate-beam joint is tested.Then the joint is analysed by ANSYS.The stiffness of the joint which is analysed from the tests and ANSYS calculation can lay the foundation for seismic analysis of double T plate roof system.
出处
《江苏建筑》
2013年第1期17-18,31,共3页
Jiangsu Construction
