Equivalent-linear Analysis
Equivalent-Linear Analysis is a computational method in geotechnical earthquake engineering that belongs to the class of site response analysis techniques, distinguished by its iterative linear approximation of nonlinear soil behavior through strain-dependent adjustments of shear modulus and damping parameters.
151
Publications
7.7K
Citations
348
Authors
172
Institutions
Publications per year
2017–2026
37
Parents
151
1–5 of 151
348
University of California, Los Angeles, United States
6 publications · 386 citations
6
h-index
University of Illinois Urbana-Champaign, United States
5 publications · 478 citations
5
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4
h-index
4
h-index
3
h-index
1–5 of 348
172
University of California, Berkeley
Berkeley, United States
9 h-index
13 publications
1.9K citations
University of California, Los Angeles
Los Angeles, United States
7 h-index
8 publications
421 citations
University of Illinois Urbana-Champaign
Urbana, United States
6 h-index
12 publications
1.3K citations
The University of Texas at Austin
Austin, United States
5 h-index
7 publications
551 citations
National Technical University of Athens
Athens, Greece
5 h-index
9 publications
249 citations
Tongji University
Shanghai, China
5 h-index
11 publications
473 citations
Stanford University
Stanford, United States
4 h-index
7 publications
216 citations
Pacific Engineering (United States)
Lincoln, United States
4 h-index
5 publications
508 citations
1–8 of 172
11 publications · 799 citations
11
h-index
12 publications · 797 citations
11
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9 publications · 771 citations
9
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7 publications · 573 citations
8
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8 publications · 456 citations
8
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1–5