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

Authors

348

  1. JP
    Jonathan P. Stewart

    University of California, Los Angeles, United States

    6 publications · 386 citations

    6

    h-index

  2. YM
    Youssef M. A. Hashash

    University of Illinois Urbana-Champaign, United States

    5 publications · 478 citations

    5

    h-index

  3. AK
    Anil K. Chopra

    University of California, Berkeley, United States

    4 publications · 581 citations

    4

    h-index

  4. HB
    H. Bolton Seed

    University of California, Berkeley, United States

    4 publications · 688 citations

    4

    h-index

  5. GD
    George D. Bouckovalas

    National Technical University of Athens, Greece

    3 publications · 52 citations

    3

    h-index

1–5 of 348

Venues

  1. Earthquake Spectra

    11 publications · 799 citations

    11

    h-index

  2. 11

    h-index

  3. Soil Dynamics and Earthquake Engineering

    9 publications · 771 citations

    9

    h-index

  4. Earthquake Engineering & Structural Dynamics

    7 publications · 573 citations

    8

    h-index

  5. Engineering Structures

    8 publications · 456 citations

    8

    h-index

1–5