| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Girhammar, Ulf Arne
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (15/15 displayed)
- 2018A weak shear web model for deflection analysis of deep composite box-type beamscitations
- 2018A weak shear web model for deflection analysis of deep composite box-type beamscitations
- 2018Influence of grain inclination angle on shear buckling of laminated timber sheathing products
- 2018A Review of Structural Robustness with Focus on Timber Buildings
- 2017Exact Lévy-type solutions for bending of thick laminated orthotropic plates based on 3-D elasticity and shear deformation theoriescitations
- 2017Tests and Analyses of Slotted-In Steel-Plate Connections in Composite Timber Shear Wall Panelscitations
- 2017Stability analysis of three-layer shear deformable partial composite columnscitations
- 2017Stability analysis of three-layer shear deformable partial composite columns
- 2015Brittle failure in timber connections loaded parallel to the graincitations
- 2014Beyond endurance : Modular prefab timber façades - Sustainable PlusEnergy strategies for wooden cladding systems in multi-storey timber buildings
- 2012An exact closed-form procedure for free vibration analysis of laminated spherical shell panels based on Sanders theorycitations
- 2012Slotted-in steel-plate connections for panel wall elements : experimental and analytical study
- 2012Masonite flexible buildning system for multistorey timber buildnings
- 2012Tests on shear connections in prefabricated composite cross-laminated-timber and concrete elements
- 2008Tests and analysis on shear strength of composite slabs of hollow core units and concrete toppingcitations
Places of action
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conferencepaper
A Review of Structural Robustness with Focus on Timber Buildings
Abstract
With an increasing number of storeys, timber buildings require closer attention to structuralrobustness. If a building can survive unforeseen events (e.g. accidents, terrorism), lives can be saved.The literature appears to be rather limited concerning robustness of timber buildings. This paperaims to give a brief review on robustness in general and design guidelines for timber in specific. Theresults indicate that connection design is a key aspect for robustness. Like in seismic design, by usingthe ductile capacity of connectors, the brittleness of timber can be controlled. For light timber-framebuildings, more guidelines exist than for posts and beams and cross-laminated timber, which bothseem to be similar to steel frames and precast concrete respectively regarding robustness.