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典型高层框剪结构组合减隔震研究
Research on Typical Frame-shear Wall Structure Combined Isolation and Damping Scheme
【摘要】 为探究组合减隔震技术在100 m以上高层建筑中的应用,本文以某8度区高层框剪办公楼为例,采用组合减隔震方案对其进行抗震分析,并与传统结构及基础隔震方案的抗震性能进行对比。结果表明,组合减隔震方案相比传统结构和基础隔震结构具有更好的抗震性能。
【Abstract】 To explore the application of combined isolation and damping technology in high-rise buildings over 100 meters,this paper takes a high-rise frame-shear wall office block in area of seismic intensity 8 as an example. The seismic analysis of the building is conducted by using the combined isolation and damping scheme, and its seismic performance is compared with those of the traditional structure and base isolation scheme. The results show that the combined isolation and damping scheme has better seismic performance compared with traditional structure and base-isolated structure.
【关键词】 基础隔震;
组合减隔震;
抗震性能;
【Key words】 base isolation; combined isolation and damping scheme; seismic performance;
【Key words】 base isolation; combined isolation and damping scheme; seismic performance;
- 【文献出处】 新疆钢铁 ,Xinjiang Iron and Steel , 编辑部邮箱 ,2025年02期
- 【分类号】TU973.16
- 【下载频次】10