Introduction to Seismic Essentials in Groningen
Introduction to Seismic Essentials in Groningen 7.3 Timber - - PowerPoint PPT Presentation
Introduction to Seismic Essentials in Groningen 7.3 Timber - - PowerPoint PPT Presentation
Introduction to Seismic Essentials in Groningen 7.3 Timber Structures By Prof Andr Jorissen MSc PhD TU Eindhoven Wind | Model 1 Wind | Model 2 Seismic Activity | Model 3 Seismic Activity | Model 4 Seismic Activity dynamic
7.3
Timber Structures
By Prof André Jorissen MSc PhD – TU Eindhoven
Wind | Model 1
Wind | Model 2
Seismic Activity | Model 3
Seismic Activity | Model 4
Seismic Activity
Fbase = mass acceleration dynamic amplification factor q
Seismic Energy
(a) no ductility (c) high ductility
q = 2µ −1
µ = δ 2 δ1 µ = δ p δ e
(b) low ductility
NO energy dissipation LOW energy dissipation HIGH energy dissipation
Timber loaded: tension or compression
Structural / Material Behaviour (failure)
Brittle failure: NOT to be preferred
- bending
- shear
- tension parallel to the grain (σt,0)
- tension perpendicular to the grain (σt,90)
- glued connections
- connections with split ring and plate connectors
Structural / Material Behaviour (failure)
dowel type fastener compression
Dowel Type Fasteners loaded in shear
Reinforcements
Reinforcements for Portal Frame Corner
Traditional Timber Structures
single step joint
Thank you for your attention!
7.3
References and further reading
Parisi, M.A. and Piazza, M. (2015). Seismic strengthening and seismic improvement of timber structures. Construction and Building Materials 97, p55-56. Published by Elsevier. Fragiacomo, M., Amadio, C. and Rajgelj, S. (2006). Evaluation of the structural response under seismic actions using non-linear static methods. Earthquake Engineering and Structural Dynamics 35, p1511-1531. Published online 19 June 2006 in Wiley InterScience: www.interscience.wiley.com.