Dynamic Response of Foundations is the time-dependent behavior of foundation systems under transient or cyclic loading conditions, distinguished by its focus on inertial effects, energy dissipation mechanisms, and interaction with surrounding soil and structural components in bridge and offshore engineering contexts.
629
Publications
25.9K
Citations
1.3K
Authors
516
Institutions
Publications per year
2017–2026
196
Publications
629
1–5 of 629
Authors
1.3K
- JE
19
h-index
- GG
14
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- SB
10
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- AS
9
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- MN
8
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1–5 of 1.3K
Institutions
516
University of California San Diego
San Diego, United States
18 h-index
25 publications
2.1K citations
Tongji University
Shanghai, China
17 h-index
56 publications
1.8K citations
Indian Institute of Technology Kharagpur
Kharagpur, India
13 h-index
26 publications
930 citations
Marymount University
Arlington, United States
13 h-index
19 publications
801 citations
National Technical University of Athens
Athens, Greece
12 h-index
25 publications
2.1K citations
Tianjin University
Tianjin, China
12 h-index
38 publications
1.2K citations
Rice University
Houston, United States
12 h-index
19 publications
691 citations
University of Patras
Pátrai, Greece
11 h-index
14 publications
971 citations
1–8 of 516
Venues
- Soil Dynamics and Earthquake Engineering
85 publications · 4.1K citations
37
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- Earthquake Engineering & Structural Dynamics
50 publications · 3.2K citations
30
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- Journal of Sound and Vibration
JSV · 39 publications · 1.3K citations
21
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- Ocean Engineering
27 publications · 1.1K citations
19
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- Engineering Structures
25 publications · 900 citations
18
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