耗能减震层对框架-核心筒结构的减震效果及其影响分析  

Analysis of Seismic Effect and Influence on Frame-tube Structure with Seismic Energy-dissipation Story

作　　者：邓雪松[1] 丁鲲[1] 周云[1] 

机构地区：[1]广州大学土木工程学院,广东广州510006

出　　处：《工程抗震与加固改造》2008年第1期1-8,共8页Earthquake Resistant Engineering and Retrofitting

基　　金：国家科技部重大基础研究前期研究专项项目(项目编号:2004CCA03300);广州市科技攻关重大项目(项目编号:2004Z1-E0051)

摘　　要：本文分析了加强层和3种不同耗能减震层对框架-核心筒结构的减震效果,以顶点位移为目标对单个粘滞耗能减震层的最佳布置位置进行了研究,并分析了粘滞环带耗能构件对结构性能的影响。分析结果表明,耗能减震层比加强层更能有效地控制结构的地震反应;单个耗能减震层宜布置在结构的中部0.5H^0.6H处;粘滞环带耗能构件能有效减小结构的位移和内力。Seismic effect of frame-tube structure with strengthened story and three different seismic energy-dissipation stories is analyzed. Optimal location of single viscous seismic energy-dissipation story is studied in the purpose of minimizing peak displacement. The influence of viscous energy-dissipation belts on structure performance is analyzed too. It is result that seismic energy-dissipation story can control seismic responses better than strengthened story. Single seismic energy-dissipation story should place in the middle part of structure. And viscous energy-dissipation belts can effectively reduce displacement and internal forces of structure.

关 键 词：框架-核心简结构 加强层 耗能减震层 环带耗能构件 

分 类 号：TU352.1[建筑科学—结构工程]