摘要
采用车辆—结构—土层—建筑物的二维共同作用模型分析了地铁列车振动在地面的传播特性，并计算了地面上不同位置。
By using 2-D dynamic model analysis of train foundation soil structures, the propagation laws of vibration in soil and their effects on surrounding buildings of different heights at different sites are studied as under the action of trains in tunnels underground at different depth.
出处
《北方交通大学学报》
CSCD
北大核心
1999年第5期45-48,共4页
Journal of Northern Jiaotong University
