一种榫卯连接方钢管组装框架模型的荷载-位移曲线试验研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
提出一种榫卯连接方钢管组装框架结构。对两个方向的平面框架模型进行受力性能试验。介绍试验概况,给出框架模型的竖向荷载与挠度和水平荷载与水平侧移曲线,这些曲线介于刚节点框架和铰节点框架之间,属于半刚性节点框架的范畴。
A new kind of assembly steel tube frame with the mortise and tennon joints is proposed in this paper.The plane frame models along the two directions are made and the loading tests are conducted respectively to investigate their mechanical behaviours.Both of the generalized vertical and horizontal load-displacement curves are obtained.The results show that the curve is ranged between the rigid joint frame and the hinged frame,which belong to a semi-rigid connection frame.
引文
[1]Ueta K,Cuadra C,Tokeshi K,et al.Seismic behavior of a thatched house at Minehama village in Akita,Japan[J].WITTransactions on the Built Environment,2007,95:667-673.
    [2]徐其文,汤小平,索安勇.中国古典建筑木结构特性的分析研究[J].淮海工学院学报,2002,11(4):64-67.
    [3]赵均海,俞茂宏,高大峰,等.中国古代木结构的弹塑性有限元分析[J].西安建筑科技大学学报,1999,31(2):131-133.
    [4]张鹏程,赵鸿铁,薛建阳,等.中国古建筑的防震思想[J].世界地震工程,2001,17(4):1-6.
    [5]周绪红,石宇,周天华,等.低层冷弯薄壁型钢结构住宅体系[J].建筑科学与工程学报,2005,22(2):1-14.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心