Essays about: "winkler model"
Showing result 1 - 5 of 6 essays containing the words winkler model.
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1. Model-Based Definition as a Method for Efficient Digital Product Definition : A Study of Feasibility and Implementation Requirements
University essay from KTH/ProduktionsutvecklingAbstract : Mechanical engineers have difficulties when attempting to convey three-dimensional product information in a two-dimensional style. Effective collaboration between various users requires capability to deliver standardized data in a digital format. READ MORE
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2. Buckling of Short End-Bearing Piles in Clay
University essay from KTH/Jord- och bergmekanikAbstract : Structural design of piles with respect to buckling in Sweden is commonlymade in accordance with the calculation model from the Commission ofPile Research, PKR. A prerequisite for this model is that the elasticbuckling length of the pile is shorter than the physical length. READ MORE
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3. The need for change : Influencing factors on battery electric vehicles (BEVs) adoption among generation Y within the European market.
University essay from Jönköping University/IHH, Företagsekonomi; Jönköping University/Internationella HandelshögskolanAbstract : Background: Climate change has been becoming a major topic of interest, for research as well as for society. Transport caused emissions are constantly growing which forced the European Union to set the goal to decrease transport related emissions by 60% until 2050. READ MORE
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4. Methods for numerical analysis of soil-structure interaction
University essay from Lunds universitet/Byggnadsmekanik; Lunds universitet/Institutionen för byggvetenskaperAbstract : All buildings need a foundation that supports the structure. Since a layer of soil is most often in between a structure and the bedrock, a soil-structure interaction between the foundation and the soil beneath occurs. 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