Peak Structural Response

Peak Structural Response is the maximum magnitude of displacement, stress, or acceleration experienced by a structure during exposure to wind loads, distinguished within structural dynamics as the critical threshold value used for assessing serviceability, safety, and design compliance under extreme wind conditions.

117

Publications

5.1K

Citations

260

Authors

126

Institutions

Publications per year

2017–2026

23

Authors

260

  1. AK
    Anil K. Agrawal

    City College of New York, United States

    5 publications · 208 citations

    5

    h-index

  2. JN
    J. N. Yang

    University of California, Irvine, United States

    4 publications · 166 citations

    4

    h-index

  3. KK
    Kazuhiko Kasai

    Tokyo Institute of Technology, Japan

    4 publications · 87 citations

    4

    h-index

  4. VK
    Vinay K. Gupta

    Indian Institute of Technology Kanpur, India

    3 publications · 45 citations

    3

    h-index

  5. EM
    E. Mavronicola

    University of Cyprus, Cyprus

    3 publications · 72 citations

    3

    h-index

1–5 of 260

Venues

  1. Earthquake Engineering & Structural Dynamics

    18 publications · 703 citations

    15

    h-index

  2. Journal of Structural Engineering

    8 publications · 418 citations

    8

    h-index

  3. Journal of Engineering Mechanics

    7 publications · 356 citations

    7

    h-index

  4. Journal of Earthquake Engineering

    JEE · 6 publications · 311 citations

    6

    h-index

  5. Engineering Structures

    4 publications · 144 citations

    4

    h-index

1–5