A Study on Methods to Increase the Ductility of Timber Beams
ICEARCH-25 4th International Civil Engineering & Architecture Conference, Trabzon, Türkiye, 17 - 19 Mayıs 2025, ss.1991-1995, (Tam Metin Bildiri)
- Yayın Türü: Bildiri / Tam Metin Bildiri
- Basıldığı Şehir: Trabzon
- Basıldığı Ülke: Türkiye
- Sayfa Sayıları: ss.1991-1995
- Dokuz Eylül Üniversitesi Adresli: Evet
Özet
Timber has many advantages in its nature like high strength over density ratio. Due to this, timber is
getting more common in construction works in general, especially in seismic regions. However, there are some
concerns about its ductility. Although it behaves ductile under compression, brittle failure occurs under tension.
Literature knowledge on this topic is also limited with a few results. To clarify this, the ductility of timber beam
was studied by means of material, elemental and structural ductility. Methods to increase the ductility of timber
beams were evaluated, and effectiveness of the methods was investigated using complete nonlinear momentcurvature
analysis. As a result of the study, various conclusion was highlighted regarding the methods to increase
ductility of timber beams and recommendations were made.