| 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
Masonite flexible buildning system for multistorey timber buildnings
Abstract
The Masonite Flexible Building (MFB) system is a complete timber building system for commercial and residential multi-storey houses. The system is subdivided into two market variants; XL and Light. The XL version is for tall and large buildings with long floor spans while the Light version is adapted for smaller buildings with lower loads. Though differing in technical performance, the functional criteria are the same for both variants. The MFB system uses prefabricated wall, floor and roof elements which are delivered in flat packages and erected on the construction site. The MFB system might be classified as a panel construction, where the load-carrying structure consists of composite light-weight timber I-beams mechanically integrated with a composite laminated wood panel called PlyBoard™. The Ibeams and the panel form a strong and rigid carcass for wall and floor elements, making the system well suited for high rise construction. A key feature of the MFB system is the connection technique which enables swift erection of the system units on site. The plyboard panels are provided with a continuous slot along the periphery. The slot is used as a general connection interface for the joining of the wall elements. The floor elements are suspended and hooked onto the bearing walls using sheet steel hangers, allowing swift assembling of the floor deck and enabling direct vertical wall-towallload transfer parallel to grain. The paper presents the construction principles, system components and units, erection technique and functional and architectural aspects of the Masonite Building System. ; Godkänd; 2012; 20121017 (ysko)