摘要
采用弹塑性模型编制了二维问题的动力有限元分析程序 ,对地基土在 8度地震烈度下的震陷值作了数值估计 。
Based upon elastic plastic model according to two dimension issues dynamic finite element program is programmed. The seismic subsidence value of foundation soil under 8 earthquake intensity is estimated; at the same time combined with practical work calculation example is analyzed.
出处
《山西建筑》
2004年第4期19-20,共2页
Shanxi Architecture
