@article{fdi:010058869, title = {{G}round structure imaging by inversions of {R}ayleigh wave ellipticity : sensitivity analysis and application to {E}uropean strong-motion sites}, author = {{H}obiger, {M}. and {C}ornou, {C}{\'e}cile and {W}athelet, {M}arc and {D}i {G}iulio, {G}. and {K}napmeyer-{E}ndrun, {B}. and {R}enalier, {F}. and {B}ard, {P}. {Y}. and {S}avvaidis, {A}. and {H}ailemikael, {S}. and {L}e {B}ihan, {N}. and {O}hrnberger, {M}. and {T}heodoulidis, {N}.}, editor = {}, language = {{ENG}}, abstract = {{T}he knowledge of the local soil structure is important for the assessment of seismic hazards. {A} widespread, but time-consuming technique to retrieve the parameters of the local underground is the drilling of boreholes. {A}nother way to obtain the shear wave velocity profile at a given location is the inversion of surface wave dispersion curves. {T}o ensure a good resolution for both superficial and deeper layers, the used dispersion curves need to cover a wide frequency range. {T}his wide frequency range can be obtained using several arrays of seismic sensors or a single array comprising a large number of sensors. {C}onsequently, these measurements are time-consuming. {A} simpler alternative is provided by the use of the ellipticity of {R}ayleigh waves. {T}he frequency dependence of the ellipticity is tightly linked to the shear wave velocity profile. {F}urthermore, it can be measured using a single seismic sensor. {A}s soil structures obtained by scaling of a given model exhibit the same ellipticity curve, any inversion of the ellipticity curve alone will be ambiguous. {T}herefore, additional measurements which fix the absolute value of the shear wave velocity profile at some points have to be included in the inversion process. {S}mall-scale spatial autocorrelation measurements or {MASW} measurements can provide the needed data. {U}sing a theoretical soil structure, we show which parts of the ellipticity curve have to be included in the inversion process to get a reliable result and which parts can be omitted. {F}urthermore, the use of autocorrelation or high-frequency dispersion curves will be highlighted. {T}he resulting guidelines for inversions including ellipticity data are then applied to real data measurements collected at 14 different sites during the {E}uropean {NERIES} project. {I}t is found that the results are in good agreement with dispersion curve measurements. {F}urthermore, the method can help in identifying the mode of {R}ayleigh waves in dispersion curve measurements.}, keywords = {{I}nverse theory ; {S}urface waves and free oscillations ; {S}ite effects ; {C}omputational seismology ; {W}ave propagation ; {EUROPE}}, booktitle = {}, journal = {{G}eophysical {J}ournal {I}nternational}, volume = {192}, numero = {1}, pages = {207--229}, ISSN = {0956-540{X}}, year = {2013}, DOI = {10.1093/gji/ggs005}, URL = {https://www.documentation.ird.fr/hor/fdi:010058869}, }