Dynamic Load Effects

Dynamic Load Effects is a structural response phenomenon in bridge engineering characterized by the amplification of stresses, displacements, and vibrational behaviors induced by time-varying loads such as moving vehicles, wind, or seismic activity, as opposed to static or quasi-static loading conditions.

500

Publications

18.2K

Citations

1.6K

Authors

538

Institutions

Publications per year

2017–2026

177

Authors

1.6K

  1. EC
    E. C. Burt

    National Soil Dynamics Research Laboratory, United States

    8 publications · 210 citations

    8

    h-index

  2. TM
    Torgeir Moan

    Norwegian University of Science and Technology, Norway

    6 publications · 219 citations

    6

    h-index

  3. AC
    Alvin C. Bailey

    National Soil Dynamics Research Laboratory, United States

    6 publications · 178 citations

    6

    h-index

  4. HH
    Hsiang Hsi Lin

    University of Memphis, United States

    6 publications · 154 citations

    6

    h-index

  5. АL
    Аlyona Lovska

    Ukrainian State University of Railway Transport, Ukraine

    4 publications · 106 citations

    4

    h-index

1–5 of 1.6K

Venues

  1. Transactions of the ASAE

    8 publications · 198 citations

    8

    h-index

  2. Journal of Bridge Engineering

    8 publications · 420 citations

    8

    h-index

  3. Composite Structures

    7 publications · 169 citations

    7

    h-index

  4. Procedia Engineering

    6 publications · 149 citations

    6

    h-index

  5. 6

    h-index

1–5