摘要
本文用统计一经验格林函数法合成1923年关东地震近场加速度时程,对比分析东京城区四个相近场地的土层放大效应,说明在结构抗震分析中考虑土层放大效应的重要性。
The accelerations in an epicentral region of the 1923 Kanto earthquake were synthesized by a statisicalempirical Green's function method. The synthesized results on base rock and soil surface at four sites in Tokyourban area were compated. The comparison implies that the amplification of the surface layers must be wellconsidered.
出处
《地震研究》
CSCD
北大核心
1996年第4期418-425,共8页
Journal of Seismological Research
基金
国家自然科学基金
关键词
地震
东京城区
土层
放大效应
抗震
建筑
the 1923 Kanto earthquake, Tokyo urban area, soil layer, Amplification