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

Authors

249

  1. LF
    Luis Fabián Bonilla

    Institut de Radioprotection et de Sûreté Nucléaire, France

    4 publications · 101 citations

    4

    h-index

  2. JR
    Julie Régnier

    Institut des Sciences de la Terre, France

    4 publications · 152 citations

    4

    h-index

  3. YM
    Youssef M. A. Hashash

    University of Illinois Urbana-Champaign, United States

    4 publications · 100 citations

    4

    h-index

  4. DP
    Duhee Park

    Hanyang University, South Korea

    4 publications · 108 citations

    4

    h-index

  5. SM
    Snježana Markušić

    University of Zagreb, Croatia

    3 publications · 72 citations

    3

    h-index

1–5 of 249

Venues

  1. Soil Dynamics and Earthquake Engineering

    12 publications · 322 citations

    12

    h-index

  2. Bulletin of the Seismological Society of America

    BSSA · 13 publications · 1K citations

    12

    h-index

  3. Earthquake Spectra

    8 publications · 249 citations

    8

    h-index

  4. 6

    h-index

  5. Journal of Earthquake Engineering

    JEE · 4 publications · 117 citations

    4

    h-index

1–5