Dynamic Foundation Analysis
Dynamic Foundation Analysis is a systematic computational and theoretical framework within offshore geotechnical engineering that characterizes the response of foundation systems to time-varying loads, such as those induced by waves, wind, and seismic events, by integrating principles of soil-structure interaction, damping mechanisms, and transient load propagation to predict performance and stability under dynamic conditions.
227
Publications
11.5K
Citations
510
Authors
241
Institutions
Publications per year
2017–2026
71
Parents
227
Boundary Element Methods in Dynamic Analysis
D.E. Beskos · Applied Mechanics Reviews · 1987 · 577 citations
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University of Patras
Pátrai, Greece
8 h-index
8 publications
1.7K citations
Indian Institute of Technology Kharagpur
Kharagpur, India
7 h-index
14 publications
474 citations
University of California San Diego
San Diego, United States
7 h-index
11 publications
808 citations
Tongji University
Shanghai, China
7 h-index
21 publications
699 citations

Shanghai Jiao Tong University
Shanghai, China
6 h-index
16 publications
649 citations
National Technical University of Athens
Athens, Greece
5 h-index
8 publications
779 citations

Zhejiang University
Hangzhou, China
5 h-index
8 publications
205 citations

Hohai University
Nanjing, China
5 h-index
12 publications
756 citations
1–8 of 241
40 publications · 1.5K citations
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13 publications · 1K citations
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JSV · 14 publications · 475 citations
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14 publications · 623 citations
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9 publications · 303 citations
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