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后张力无粘结预应力高层建筑抗震可靠性研究
Seismic reliability of unbonded prestressed concrete high-rise buildings
【摘要】 本文以天津市房地产开发(集团)河西友谊小区综合楼为研究对象,研究其在地震作用下高层建筑的可靠性,探索高层建筑结构系统的抗震可靠性分析方法。本文还对比一般框架梁柱结构与后张无粘结预应力板柱结构抗震可靠性的差异,研究层数变化时可靠性所受的影响,得到满意的结果。
【Abstract】 In this paper, the study of the reliability of high-rise building and analysis methodunder the earthquake action is presented. The reliabilities between unbonded prestressed concreteand regular frame structures are compared.
【关键词】 抗震;
高层建筑;
无粘结预应力混凝土;
【Key words】 earthquake resistance; high-rise building; unbonded prestressed concrete(UBPC);
【Key words】 earthquake resistance; high-rise building; unbonded prestressed concrete(UBPC);
- 【文献出处】 地震工程与工程振动 ,EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION , 编辑部邮箱 ,1999年04期
- 【分类号】TU973.31
- 【被引频次】1
- 【下载频次】96