节点文献

钢纤维砼对框架节点性能的改善

Improvement on Behaviour of Frame Joints Using Steel Fibrous Reinforced Concrete

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 唐九如杨开建周起敬

【Author】 Tang Jiuru, Yang Kaijian ( Southeast University )Zhou Qijing( Central Engineering and Research Institute for Non-Ferrous Metallurgical Industries )

【机构】 东南大学北京有色冶金设计研究总院

【摘要】 本文介绍了钢纤维砼框架节点的试验结果。5个梁柱组合体在反复荷载作用下的试验表明,采用钢纤维砼可以提高节点的抗剪强度,增加延性和耗能能力,改善梁筋在节点的粘结锚固性能。在分析试验资料的基础上,提出了设计建议。

【Abstract】 This paper describes the experimental results of steel fibrous reinforced concrete ( SFRC ) joints under reversed cyclic loading. Results of five beam-column joints indicate that SFRC enhances shear strength, ductility and energy dissipation capacity of the joint. It also improves the bond and anchorage of beam bars within the joint with the result that the use of SFRC in joint would be very beneficial.Based on analysis of experimental data, some recommendations are presented.

  • 【文献出处】 建筑结构学报 ,Journal of Building Structures , 编辑部邮箱 ,1989年04期
  • 【被引频次】41
  • 【下载频次】173
节点文献中: 

本文链接的文献网络图示:

本文的引文网络