摘要
某高层建筑结构平立面不规则,通过对该结构的计算,并对其进行弹性时程分析。根据计算结果对结构薄弱部位采取必要的构造加强措施,分析结果表明:该结构布置满足抗震性能目标,结构设计合理。
The irregular structure of a high-rise building,through the calculation of the structure,and its elastic time history analysis.According to the calculation results,the necessary structure of the weak structure is taken to strengthen the measures.The results show that the structure can meet the seismic performance objectives and the structure design is reasonable.
出处
《中国建材科技》
2016年第4期157-158,共2页
China Building Materials Science & Technology
关键词
高层结构
计算分析
时程分析
构造加强
high-rise structure
calculation and analysis
time-history
analysis
structural strengthening
