%0 Journal Article
%T Soil Structure Interaction Analysis of Two Dimensional Steel Frames under Seismic Loads
%A Cemile £¿z£¿am
%A Mustafa £¿zak£¿a
%J -
%D 2018
%X In this research work, a linear and nonlinear time history analysis for 2D multi-story steel frames on gravel soil with and without soil structure interactions have been done. Frames have different height start from 3 stories and up to 20 stories. A substructure method is used to model soil and shallow (footing) foundation system by linear springs and dashpots. The response spectrum analysis has also been done. D¨¹zce earthquake accelerograms records are selected and scaled to specific response spectrum with PGA 0.35 and soil type B according to Eurocode 8 is considered. Fundamental period and base shears have been investigated with and without soil-structure interactions; the results have been presented and compared
%K £¿elik £¿er£¿eve
%K zemin yap£¿ etkile£¿imi
%K tepki sepktrum analizi
%K zaman ad£¿m analizi
%K sismik y¨¹k
%K temel periyot
%U http://dergipark.org.tr/humder/issue/42425/492907