Design Criteria of Soil Structure Interaction: Marmara Forum Car Park in the Center of the City

Year 2020, Volume: 5 Issue: 2, 475 - 483, 13.10.2020

Süleyman Cem Divrik , Mehmet Fatih Altan

Abstract

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.

Keywords

steel construction, composite, soil mechanics

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