Search for dissertations about: "timber construction"
Showing result 31 - 35 of 91 swedish dissertations containing the words timber construction.
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31. Bracing of steel bridges during construction; theory, full-scale tests and simulations
Abstract : A number of steel bridges have suffered lateral-torsional failure during their construction due to their lacking adequate lateral and/or rotational stiffness. In most cases, slight bracing can be of great benefit to the main girders involved through their controlling out-of-plane deformations and enabling the resistance that is needed to be achieved. READ MORE
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32. The role of biobased building materials in the climate impacts of construction : Effects of increased use of biobased materials in the Swedish building sector
Abstract : A significant share of the global climate change impacts can be attributed to the construction sector. One mitigation strategy is increasing the use of biobased materials. Life cycle assessment (LCA) has been used to demonstrate the benefits of this, but forest complexities create uncertainty due to omission of key aspects. READ MORE
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33. Architectural Aspects of Massive Timber - The Potential of Massive Timber Structures
Abstract : The work presented in this thesis concerns architecturalutilising of new plate-like timber-products. It has beenperformed at the Division of Building Engineering at KTH Schoolof Architecture, Royal Institute of Technology inStockholm. READ MORE
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34. Stressed-Skin Panels of Mixed Construction - Using Wood-Based Materials, Especially Chipboard
Abstract : Stressed-skin panels are structural elements widely used as floors, roofs and so on. In such panels, flanges of sheet material interact with webs of beams (joists). READ MORE
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35. Modelling the Variability of Bending Strength in Structural Timber - Length and Load Configuration Effects
Abstract : The load carrying capacity of a beam of structural timber is dependent both on the span of the beam and the type of loading. The longer the beam and the more uniform the moment distribution, the lower the load carrying capacity. This phenomenon is due to the variability of material properties within a piece of timber. READ MORE