The design of a three storey steel parking lot under permenant loadings is implemented on the context of the thesis. Suitable sizing of the construction in terms of current regulations is effort.


It is an necessity that making evaluation of geotechnical and engineering of necessary support structure and definition of suitable excavation and support systems in terms of deformation and strength speciailities of the units that can be emerged on excavation phase. In this regard, design is realised on the parallel of remaining on limitation conditions of unit deplacement values within the executing of necessary braced system. The solution of the braced system is done with the support of PLAKXIS. Ground studies report which is scoped to definition of mechanical and dynamical parameters of ground layers which is going to be confronted on excavation phase and the base ground layer are prepared and the design criterias are specified in terms of this report. Loading values are defined on ETABS structural analysis programs with the highlight of these informations. On this context calculation models are constituted.

On the context of this thesis, structural geotechnical interaction is investigated together. Statical and dynamical affects are examined. Structural behaviour in contrast to soil is viewed and the necessities are expressed with detail.