摘要
利用弹性半无限空间动力问题的基本解求解了通过不均匀。介质管线与土的动力相互作用，进而进行了三维地震反应分析．
ased on the dynamic fundamental solution of elastic half-space, the interaction between soil and pipelines through nonhomogeneous soil media is studied, and 3-D earthquake responses are carried out. Some useful conclusions are obtained through numerical analysis.
出处
《天津大学学报》
EI
CAS
CSCD
1994年第2期200-204,共5页
Journal of Tianjin University(Science and Technology)
基金
国家自然科学基金
关键词
不均匀地介质
管线
地震反应分析
onhomogeneous soil media, buried pipeline, 3-D earthquake response, dynamic pipeline-soil interaction
