Fire-induced Structural Response

Fire-Induced Structural Response is a structural engineering phenomenon that denotes the dynamic and thermomechanical behavior of load-bearing systems in tall buildings when subjected to elevated temperatures and thermal gradients during fire events, distinguishing it from ambient-condition structural responses by its coupling of heat transfer, material degradation, and large-scale deformation mechanisms.

1.2K

Publications

48.2K

Citations

2.2K

Authors

686

Institutions

Publications per year

2017–2026

487

Authors

2.2K

  1. VK
    Venkatesh Kodur

    Michigan State University, United States

    63 publications · 3.3K citations

    34

    h-index

  2. YW
    Yong Wang

    University of Manchester, United Kingdom

    30 publications · 1.6K citations

    25

    h-index

  3. IB
    Ian Burgess

    University of Sheffield, United Kingdom

    31 publications · 1.6K citations

    23

    h-index

  4. LH
    Lin‐Hai Han

    Tsinghua University, China

    23 publications · 1.3K citations

    22

    h-index

  5. JP
    João Paulo C. Rodrigues

    University of Coimbra, Portugal

    25 publications · 907 citations

    20

    h-index

1–5 of 2.2K

Venues

  1. Journal of Constructional Steel Research

    JCSR · 178 publications · 7.9K citations

    52

    h-index

  2. Engineering Structures

    167 publications · 7.3K citations

    50

    h-index

  3. Fire Safety Journal

    148 publications · 7.1K citations

    45

    h-index

  4. Thin-Walled Structures

    76 publications · 3K citations

    33

    h-index

  5. Journal of Structural Engineering

    58 publications · 2.4K citations

    30

    h-index

1–5