Nonlinear Site Response Analysis

Nonlinear Site Response Analysis is a computational method in geotechnical earthquake engineering that characterizes the nonlinear stress-strain behavior of soil deposits under seismic loading to predict ground motion amplification and deformation, distinguishing itself from linear methods by accounting for soil inelasticity and reduced shear modulus at high strain levels.

204

Publications

10.3K

Citations

544

Authors

266

Institutions

Publications per year

2017–2026

76

Authors

544

  1. YM
    Youssef M. A. Hashash

    University of Illinois Urbana-Champaign, United States

    18 publications · 1.8K citations

    16

    h-index

  2. LF
    Luis Fabián Bonilla

    Institut de Radioprotection et de Sûreté Nucléaire, France

    13 publications · 854 citations

    12

    h-index

  3. JP
    Jonathan P. Stewart

    University of California, Los Angeles, United States

    10 publications · 1.1K citations

    10

    h-index

  4. JR
    Julie Régnier

    Institut des Sciences de la Terre, France

    7 publications · 521 citations

    7

    h-index

  5. DP
    Duhee Park

    Hanyang University, South Korea

    6 publications · 305 citations

    6

    h-index

1–5 of 544

Venues

  1. Soil Dynamics and Earthquake Engineering

    38 publications · 1.9K citations

    26

    h-index

  2. Bulletin of the Seismological Society of America

    BSSA · 28 publications · 1.8K citations

    24

    h-index

  3. Earthquake Spectra

    15 publications · 2.2K citations

    15

    h-index

  4. 10

    h-index

  5. Journal of Earthquake Engineering

    JEE · 7 publications · 312 citations

    7

    h-index

1–5