This thessis discusses a bussines-residential building in Ljubljana. The building besides the basement and ground floor consists from six bussines type floors and seven residential floors. The roof is flat. Ceilings are made of solid reinforced concrete slabs supported by reinforced concrete walls without openings and surround reinforced concrete frames. We focuse on the analysis and the design of tipical horizontal and vertical elements of Eurocode standards. After modeling the structure with the program SAP2000 we analyze and design the concrete reinforced slab in the first floor. The design reuslts are shown in the reinforcement plan. The second part of the thessis focuses on seismic structural analysis for ductility class medium.
In SAP2000 we create two seperate spatial structure models, including a simplified linear model and a shell model. In the first model all load-bearing elements are modeled in a simplified manner using linear elements, whereas in the second model reinforced concrete slabs and walls are modeled as shell elements. After comparing the analysis results of both models, we choose the second one for further deisgn analysis. In continuation we desion quantity and distribution of concrete reinforcement in one core and one frame and display it in the reinforcement.