Linear Site Response Analysis
Linear Site Response Analysis is a computational method in geotechnical earthquake engineering that models the propagation of seismic waves through soil layers under the assumption of linear elastic behavior, distinguishing it from nonlinear approaches by presupposing proportional stress-strain relationships and superposition of ground motion responses.
97
Publications
4.5K
Citations
249
Authors
152
Institutions
Publications per year
2017–2026
43
Parents
97
1–5 of 97
249
Institut de Radioprotection et de Sûreté Nucléaire, France
4 publications · 101 citations
4
h-index
4
h-index
University of Illinois Urbana-Champaign, United States
4 publications · 100 citations
4
h-index
4
h-index
3
h-index
1–5 of 249
152

Centre National de la Recherche Scientifique
Paris, France
4 h-index
8 publications
210 citations

Hanyang University
Seoul, South Korea
4 h-index
9 publications
236 citations
United States Geological Survey
Reston, United States
4 h-index
5 publications
408 citations
Pacific Environment
San Francisco, United States
3 h-index
3 publications
1.1K citations

University of Zagreb
Zagreb, Croatia
3 h-index
12 publications
320 citations
Université Gustave Eiffel
Champs-sur-Marne, France
3 h-index
3 publications
93 citations
GFZ Helmholtz Centre for Geosciences
Potsdam, Germany
3 h-index
9 publications
468 citations
University of Potsdam
Potsdam, Germany
3 h-index
3 publications
156 citations
1–8 of 152
12 publications · 322 citations
12
h-index
BSSA · 13 publications · 1K citations
12
h-index
8 publications · 249 citations
8
h-index
6 publications · 342 citations
6
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JEE · 4 publications · 117 citations
4
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1–5