摘要
通过对比分析型钢混凝土组合结构的四种主要梁-柱节点连接形式及特点,探讨了节点区施工工艺及节点设计.介绍了型钢高强高性能混凝土节点抗震性能的初步研究.最后指出了我国型钢混凝土梁-柱节点研究的不足并提出了展望.
Four types of beam-column joints of steel reinforced concrete composite structures and features of beam-column joints are presented in this paper. Construction technology and design of joints are discussed. Preliminary research on seismic behavior of steel reinforced high performance and high strength concrete are introduced. Some shortcomings are listed in our study on steel reinforced concrete structures, and outlook is put forward.
出处
《浙江树人大学学报(自然科学版)》
2009年第1期32-37,共6页
Journal of Zhejiang Shuren University(Acta Scientiarum Naturalium)
关键词
型钢混凝土组合结构
梁-柱节点
高强高性能混凝土
steel reinforced concrete composite structures
beam-column joints
high performance and high strength concrete