Probabilistic seismic hazard for Muğla provi̇nce and investigation of one-dimensional dynamic analysis of local soil behavior

In design of the whole structures, the dynamic ground effects that would occur as a result of earthquakes should be considered exactly and accurately.Because of this reason, magnitude of a potential earthquake should be estimated and the effects on surface according to the ground feature should be calculated.Earthquake hazard of Muğla Province was computed by using SEISRISK III (Bender and Perkins, 1987) with probabilistic approach in this thesis.In consequence of the calculations,one-dimensional dynamic soil analysis was performed for the region where the largest ground motions were happened by using EERA (Bardet et al., 2000) via created soil profiles. The suggestions were explained by interpreting the results in recommendations section.