Essays about: "Eurokod 5"
Showing result 1 - 5 of 12 essays containing the words Eurokod 5.
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1. Semi-Automatic calculation of the stability of shear walls in multi-storey buildings
University essay from Lunds universitet/Avdelningen för KonstruktionsteknikAbstract : Performing horizontal stability analysis in the conceptual design phase is time consuming and adjustments in the geometry of the building require new time consuming calculations. Often buildings are modelled in 3D modelling software such as Revit and Tekla but the calculations are often performed in a separate software. READ MORE
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2. Parametric Studies of Train-Track-Bridge Interaction : An evaluation of the dynamic amplification due to track irregularities for freight transport
University essay from KTH/Bro- och stålbyggnadAbstract : In this thesis a train-track-bridge interaction (TTBI) model is developed in order to study the dynamic amplification from track irregularities on railway bridges traversed by freight trains. These simulations are of great importance since rail freight transport is expected to increase in order to meet the climate goals. READ MORE
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3. Vibrations in cross-laminated timber floors : Examining standards
University essay from KTH/Byggteknik och designAbstract : The report aims to investigate norms, standards, guidelines and experience within the industry for how to design CLT (cross-laminated timber) regarding vibrations induced from humans. The following is being researched, ISO137, KL-trähandboken, Eurocode 5 and a new unpublished working draft of Eurocode 5 final working draft, Canadian CLT handbook and Cross-laminated timber structural design according to Eurocode from Austria. READ MORE
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4. Slope Stability Evaluation from a RiskManagement Perspective : Case Study: the Slussen project in Stockholm
University essay from KTH/Jord- och bergmekanikAbstract : Site characterization and the subsequent determination of soil strengthparameters constitute a significant part of slope stability assessment.Geotechnical engineering is always governed by great uncertainties sincethe soil properties are challenging to estimate for a large soil volume. READ MORE
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5. Buckling of End-Bearing Retaining Walls in Clay
University essay from KTH/Jord- och bergmekanikAbstract : The design of back-anchored retaining walls in Sweden has traditionally not included global elastic instability of the retaining wall as a possible failure mode. Eurocode 3 part 5 (SS-EN 1993-5) requires design of steel structural members for retaining walls to assess the risk of buckling if the normal force exceeds 4 % of the critical buckling load of the retaining wall. READ MORE