{"references": ["N. Kaymakci, Kinematic development and paleostress analysis of\nDenizli basin (w Turkey): implications of spatial variation of relative\npaleostress magnitudes and orientations. Journal of Asian Earth\nSciences, 27, 2006, p.207-222.", "C.B. Park, R.D. Miller, J. Xia, Multi-channel analysis of surface waves\nGeophysics, 64 (3), 1999, pp. 800\u2013808", "K.H. Stokoe II, S.G. Wright, J.A. Bay, J.M. Roesset, Characterization of\ngeotechnical sites by SASW method, in geophysical characterization of\nsites.", "R.D. Miller, J. Xia, C.B. Park, J.M. Ivanov, Multichannel analysis of\nsurface waves to map bedrock, Kansas Geological Survey, The Leading\nEdge 1999, pp. 1392\u20131396.", "J. Xia, R.D. Miller, C.B. Park, J. Ivanov, G. Tian, C. Chen, Utilization of\nhigh frequency Rayleigh waves in near surface geophysics, The Leading\nEdge, 23 (8), 2004, pp. 753\u2013759", "K.T. Hayashi, T. Inazaki, H. Suzuki, Buried channel delineation using a\npassive surface wave method in urban area, International Institute of\nSeismology and Earthquake Engineering, Lectures Notes, 2005, 25 pp.", "Shizhou, YU, Tamura, Masahito, Kouichi, Hayashi, Evaluation of\nLiquefaction Potential in terms of surface wave method. The 14th World\nConference on Earthquake Engineering October 12\u201317, 2008, Beijing,\nChina."]}

This study has been presented which is a detailed work of seismic microzonation of the city center. For seismic microzonation area of 225 km2 has been selected as the study area. MASW (Multichannel analysis of surface wave) and seismic refraction methods have been used to generate one-dimensional shear wave velocity profile at 250 locations and two-dimensional profile at 60 locations. These shear wave velocities are used to estimate equivalent shear wave velocity in the study area at every 2 and 5 m intervals up to a depth of 60 m. Levels of equivalent shear wave velocity of soil are used the classified of the study area. After the results of the study, it must be considered as components of urban planning and building design of Denizli and the application and use of these results should be required and enforced by municipal authorities.