The influence of cross-section variation on bending stiffness assessment in existing timber structures

Author:

Osuna-Sequera Carlos,Llana Daniel F.,Íñiguez-González Guillermo,Arriaga Francisco

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference43 articles.

1. Evaluación de la capacidad portante de piezas de gruesa escuadría de madera de conifera en estructuras existentes [Evaluation of the bearing capacity of large cross-section coniferous timber in built-in structures];Arriaga;Mater Construcc,2005

2. Efecto de las gemas en la resistencia a flexión de piezas enterizas de madera [The effect of wanes on the bending strength of solid timber beams];Arriaga;Mater Construcc,2007

3. The effect of fissures on the strength of structural timber;Esteban;Mater Construcc,2010

4. Tannert T, Kasal B, Anthony RW. RILEM TC 215 In-situ assessment of structural timber: Report on activities and application of assessment methods. In: Proceedings of 11th International conference on world conference on timber engineering, June 20-24, Riva di Garda, Italy; 2010, p. 642–7.

5. Structural health assessment of historical timber structures combining non-destructive techniques: The roof of Giotto’s bell tower in Florence;Riggio;Struct Control Heal Monit,2016

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