基于地震环境的楼板隔震建筑结构抗震性能研究  

Research on seismic performance of floor isolation building structures based on seismic environment

作　　者：张秀萍 ZHANG Xiuping(Yunnan Open University,Kunming 650223,China)

机构地区：[1]云南开放大学,云南昆明650223

出　　处：《中国高新科技》2024年第10期95-96,共2页

摘　　要：文章在楼板隔震结构已有研究的基础上,以云南省昆明市呈贡区七甸某工程为例,提出基于地震环境的楼板隔震建筑结构抗震性能研究。结果表明,该建筑在隔震楼板和相邻柱之间空隙处设置橡胶隔震支座,可有效限制隔震楼板的位移,避免了隔震楼板位移过大对柱子产生的撞击,使隔震结构具有良好的减震效果,建筑结构整体损伤较小。On the basis of existing research on floor isolation structures,this article takes a certain project in Qidian,Chenggong District,Kunming City,Yunnan Province as an example to propose a study on the seismic performance of floor isolation building structures based on seismic environments.The results indicate that the building is equipped with rubber isolation bearings at the gap between the isolation floor slab and adjacent columns,effectively limiting the displacement of the isolation floor slab and avoiding the impact of excessive displacement of the isolation floor slab on the columns,resulting in good seismic reduction effect of the isolation structure and minimal overall damage to the building structure.

关 键 词：地震环境 抗震性能 楼板 

分 类 号：TU352[建筑科学—结构工程]