Timber Ductility

Timber Ductility is a structural performance metric that characterizes the capacity of timber members or connections to undergo large inelastic deformations prior to failure, thereby indicating their energy dissipation potential under seismic or dynamic loading conditions.

51

Publications

2.1K

Citations

128

Authors

63

Institutions

Publications per year

2017–2026

17

Authors

128

  1. MF
    Massimo Fragiacomo

    University of L'Aquila, Italy

    3 publications · 331 citations

    3

    h-index

  2. MP
    Maurizio Piazza

    University of Trento, Italy

    3 publications · 140 citations

    3

    h-index

  3. RT
    Roberto Tomasi

    University of Trento, Italy

    3 publications · 140 citations

    3

    h-index

  4. PQ
    Pierre Quenneville

    University of Auckland, New Zealand

    3 publications · 89 citations

    3

    h-index

  5. JD
    John Dalsgaard Sørensen

    Aalborg University, Denmark

    2 publications · 83 citations

    2

    h-index

1–5 of 128

Venues

  1. Engineering Structures

    11 publications · 674 citations

    11

    h-index

  2. Journal of Structural Engineering

    8 publications · 288 citations

    8

    h-index

  3. Construction and Building Materials

    5 publications · 82 citations

    5

    h-index

  4. European Journal of Wood and Wood Products

    3 publications · 84 citations

    3

    h-index

  5. Composites Part B Engineering

    2 publications · 112 citations

    2

    h-index

1–5