DYNAMIC-RESPONSE OF 3-D EMBEDDED FOUNDATIONS BY THE BOUNDARY ELEMENT METHOD

被引:50
作者
KARABALIS, DL [1 ]
BESKOS, DE [1 ]
机构
[1] UNIV PATRAS,DEPT CIVIL ENGN,GR-26110 PATRAS,GREECE
基金
美国国家科学基金会;
关键词
3-D EMBEDDED FOUNDATIONS - BOUNDARY ELEMENT METHOD - SOIL-STRUCTURE INTERACTION - STOKES SOLUTION;
D O I
10.1016/0045-7825(86)90138-6
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
引用
收藏
页码:91 / 119
页数:29
相关论文
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