Search for dissertations about: "Stålbyggnad"
Showing result 1 - 5 of 128 swedish dissertations containing the word Stålbyggnad.
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1. Improving the Dynamic Design Philosophy of High-Speed Railway Bridges Using Reliability-Based Methods
Abstract : Modern railway infrastructures, especially bridges, are exposed to significant vibrations with potential safety implications. In this context, previous studies have shown the inconsistency and inadequacy of some conventional design methods necessitaing them to be improved. The assessment of safety inherently deals with uncertainties. READ MORE
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2. Reliability-Based Assessment and Optimization of High-Speed Railway Bridges
Abstract : Increasing the operational speed of trains has attracted a lot of interest in the last decades and has brought new challenges, especially in terms of infrastructure design methodology, as it may induce excessive vibrations. Such demands can damage bridges, which in turn increases maintenance costs, endangers the safety of passing trains and disrupts passenger comfort. READ MORE
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3. An Ontology-Based Platform for Information Integration : Supporting Sustainable Smart Transportation Infrastructure
Abstract : Transportation and transportation infrastructure are major contributors to global emissions. Even though most of these emissions can be attributed to fuel consumption of vehicles, some of it is due to pavement construction and maintenance. READ MORE
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4. Dynamic properties of two pedestrian timber bridges : Experimental and numerical analysis at several stages of construction
Abstract : Pedestrian bridges can beneficially be made from timber in order for our society to reach a sustainable future. This positive development is partly made possible due to advances in engineered wood products (e.g. glued laminated timber) and the possibilities for pre-fabrication of structural parts. READ MORE
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5. Human-structure interaction effect on the dynamic response of footbridges : An analytical and experimental study
Abstract : Lightweight, slender and lightly damped footbridges are often susceptible to HumanInduced Loads (HILs) when pedestrian step frequencies coincide with the naturalfrequencies of the structure. For vertical vibrations, this can compromise the serviceabilitylimit state of the system. READ MORE