正文
《结构与土木工程前沿(英文)》 >> 2008年 第2卷 第4期 doi: 10.1007/s11709-008-0054-2
Improved numerical method for time domain dynamic structure-foundation interaction analysis based on scaled boundary finite element method
1.The 3rd Engineer Scientific Research Institute of the Headquarters of the General Staff; 2.School of Civil and Hydraulic Engineering, Dalian University of Technology;
摘要
关键词
structure-foundation interface ; computational efficiency ; different ; suitable ; numerical approach
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