摘要
以高烈度地区一般不规则结构高层住宅为研究对象,采用ETABS软件进行整体隔震分析,再采用PKPM进行结构设计。探讨采用组合隔震技术提升建筑物抗震性能的效果,延长结构周期、减低地震作用的同时提高了结构的抗震性能,保证了建筑结构的安全及建筑功能的使用要求。本文重点介绍组合隔震分析的内容以及设计要求。
The general irregular structure of high-rise residential buildings in high intensity areas as the research object,using ETABS software for overall isolation analysis,and then using PKPM software for structural design.The effect of using combined isolation technology were discussed to improve the seismic performance of buildings,prolong the structural period,reduce the seismic action,improve the seismic performance of structures,and ensure the safety of building structures and the use requirements of building functions.The content and design requirements of combined isolation analysis were focused on.
作者
苏涛
梁嘉健
施谊
SU Tao;LIANG Jiajian;SHI Yi(Yunnan Architecture Engineering Design Co.,Ltd.,Kunming 650000,China;Yunnan Construction and Investment Holding Group Co.,Ltd.,Kunming 650000,China)
出处
《建筑结构》
CSCD
北大核心
2021年第S01期950-954,共5页
Building Structure
关键词
组合隔震
高层建筑
隔震层
减震系数
combined isolation
high rise building
solation layer
damping coefficient
