Rayleigh Damping

Rayleigh Damping is a viscous damping model in structural dynamics wherein the damping matrix is expressed as a linear combination of the mass and stiffness matrices, proportional to each through scalar coefficients.

152

Publications

7K

Citations

349

Authors

203

Institutions

Publications per year

2017–2026

47

Variants

Rayleigh Proportional Damping

Authors

349

  1. SS
    Stefano Silvestri

    University of Bologna, Italy

    4 publications · 207 citations

    4

    h-index

  2. TT
    Tomaso Trombetti

    University of Bologna, Italy

    4 publications · 207 citations

    4

    h-index

  3. JE
    J. Enrique Luco

    University of California San Diego, United States

    3 publications · 54 citations

    3

    h-index

  4. PT
    Paul T. Boggs

    National Institute of Standards and Technology, United States

    2 publications · 121 citations

    2

    h-index

  5. AK
    Anil K. Chopra

    University of California, Berkeley, United States

    2 publications · 239 citations

    2

    h-index

1–5 of 349

Venues

  1. Earthquake Engineering & Structural Dynamics

    11 publications · 901 citations

    11

    h-index

  2. Journal of Structural Engineering

    4 publications · 483 citations

    4

    h-index

  3. Journal of Sound and Vibration

    JSV · 5 publications · 246 citations

    4

    h-index

  4. Journal of the Atmospheric Sciences

    4 publications · 155 citations

    4

    h-index

  5. AIAA Journal

    4 publications · 198 citations

    4

    h-index

1–5