The seismic hazard of a given site can be largely influenced by site effects. In order to estimate these effects, the local soil structure and the wave field properties have to be investigated. This can be done using surface waves (Love and Rayleigh waves) since their properties (dispersion curves, Rayleigh wave ellipticity) are closely linked to the soil structure. The key parameter for the correct wave type identification is the polarization. In a first part of this thesis, three new methods to estimate the polarization parameters of surface waves have been developed. Two methods, DELFI and RayDec, estimate the Rayleigh wave ellipticity using the recordings of a single seismic station. The third method, MUSIQUE, is a further developed version of the MUSIC algorithm, and uses seismic array recordings to discriminate between Love and Rayleigh waves and estimate their respective properties. In the second part of the thesis, a theoretical investigation of the inversion of ellipticity curves shows which parts of an ellipticity curve carry the important information on the soil structure and by which means the inversion can be disambiguated. The developed inversion scheme is then tested on real data measurements obtained at 14 different European sites. Finally, the seismological wave field in the Californian Santa Clara valley is investigated applying MUSIQUE to seismic array recordings for 22 earthquakes. The azimuthal energy repartition between the different wave types is investigated and the respective dispersion curves as well as the Rayleigh wave ellipticity curve are estimated. This study outlines the importance of diffracted surface waves in the recorded wave field. STAR
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