摘要
将地震动模拟为平稳随机过程.研究了对已有结构进行加层处理后的抗震性能变化,分析了各参数对加层结构抗震性能的影响,得出了一些具有理论和实践意义的结论.
Stimulating seism as a steady stochastic process, the shock resistance performance changing of the structure after escalating layer is studied, as well as influence of parameter on shock resistance performance of layer-adding structure. Some theoretical and practical conclusions have been drawn.
出处
《湖南城市学院学报(自然科学版)》
CAS
2004年第2期9-12,共4页
Journal of Hunan City University:Natural Science
关键词
加层
减震
随机响应
地震
escalating layer
shock attenuation
stochastic response seism