摘要
本文以现行抗震规范要求的限值为参考,通过结构体系刚度大小取值及其合理分配两方面,从理论上分析了刚度因素与结构体系抗震性能之间的关系,之后给出了几点合理化建议。
Based on the limits of the current Code of Seismic Design of Buildings, through the analysis of structure stiffness size and reasonable allocation, this paper theoretically analyzes the influence of the rigidity of seismic performance and puts forward rational proposals.
出处
《低温建筑技术》
2010年第8期59-61,共3页
Low Temperature Architecture Technology
关键词
复杂结构体系
刚度分布
抗震性能
地震作用
complex structure
stiffness distribution
seismic performance
earthquake effect
