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无粘结与有粘结预应力混凝土结构抗震性能对比
The comparision of seismic behavior of unbonded prestressed concrete sturcture and bonded prestressed concrete structure
【摘要】 本文通过分析比较国内外关于无粘结与有粘结预应力混凝土结构的研究资料,讨论二者在强度、延性、耗能能力和刚度等抗震性能方面的区别,结合我国现行的规范,提出无粘结预应力混凝土结构在抗震区的应用的若干注意事项。
【Abstract】 Summarizing the study on the comparision between unbonded prestressed concrete and bonded prestressed concrete,this paper focused on analyzing the differences of seismic behavior of them,including strength,uctility,energy-absorbing capacity and stiffness.According to China’s existing codes,there are a number of attention about unbonded prestressed concrete structures in the earthquake zone application should be paid.
【关键词】 无粘结;
有粘结;
预应力混凝土;
抗震性能;
【Key words】 unbonded bonded prestressed concrete aseismatic behaviour;
【Key words】 unbonded bonded prestressed concrete aseismatic behaviour;
- 【文献出处】 福建建筑 ,Fujian Architecture & Construction , 编辑部邮箱 ,2008年11期
- 【分类号】TU352.11
- 【被引频次】4
- 【下载频次】188