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
Parents
51
World Conference on Timber Engineering
Bautechnik · 1998 · 305 citations
Proceedings of the World Conference on Timber Engineering (WCTE 2016)
Antti Voss, Aku Seppänen, Samuli Siltanen et al. · 2016 · 71 citations
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63

University of Trento
Trento, Italy
3 h-index
10 publications
456 citations

Southeast University
Nanjing, China
3 h-index
10 publications
228 citations
Luleå University of Technology
Luleå, Sweden
3 h-index
7 publications
190 citations
Karlsruhe Institute of Technology
Karlsruhe, Germany
2 h-index
4 publications
338 citations

University of Canterbury
Christchurch, New Zealand
2 h-index
4 publications
144 citations
Auckland University of Technology
Auckland, New Zealand
2 h-index
4 publications
122 citations
Eindhoven University of Technology
Eindhoven, The Netherlands
2 h-index
2 publications
327 citations
University of Pittsburgh
Pittsburgh, United States
2 h-index
2 publications
123 citations
1–8 of 63
11 publications · 674 citations
11
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8 publications · 288 citations
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5 publications · 82 citations
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3 publications · 84 citations
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2 publications · 112 citations
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1–5