摘要
使用黏滞阻尼器对某高层建筑进行了消能减震设计,通过比较采用减震措施前后结构在多遇与罕遇地震下的响应,表明减震措施提高了结构的抗震性能,具有良好的减震效果。
An energy dissipation design is conducted for a building with viscous dampers.The seismic response of the frame is analyzed comparatively under frequent earthquakes and rare earthquakes.The analysis results show that the seismic performance of the structure is improved by seismic energy dissipation measures which had good damping effect.
作者
张华平
卢德辉
冯伟
袁爱珍
Zhang Huaping;Lu Dehui;Feng Wei;Yuan Aizhen(Guangzhou Construction Co.,Ltd.Guangzhou 510060,China;South China University of Technology Guangzhou 510641,China)
出处
《广东土木与建筑》
2018年第11期51-55,共5页
Guangdong Architecture Civil Engineering
关键词
装配式结构
消能减震
黏滞阻尼器
fabricated structure
seismic energy dissipation
viscous damper
