钢筋混凝土框架结构消能减震设计  

Energy Dissipation Design of Reinforced Concrete Frame Structure

作　　者：张强[1] ZHANG Qiang(Research Institute of Structrual Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China)

机构地区：[1]同济大学土木工程学院结构工程与防灾研究所,上海200092

出　　处：《四川建材》2019年第1期87-87,89,共2页Sichuan Building Materials

摘　　要：本文采用粘滞阻尼墙作为抗侧力消能减震阻尼器对6层高中建筑教学楼进行设计,在确定结构设计和阻尼器选型后,进行整体分析,包括受力分析和弹塑性时程分析等。This paper designs a six-storey teaching building of a high school.In the design,the viscous damping wall is used as an anti-lateral force energy dissipation damper.After determining the structure design and the damper type,the whole analysis is carried out,including the static force analysis and the elastic plastic time history analysis.

关 键 词：消能减震 粘滞阻尼墙 抗震 结构设计 

分 类 号：TU352.1[建筑科学—结构工程]