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Earthquake Research Institute
University of Tokyo
Yayoi, Bunkyo-ku
Tokyo 113-0032
Japan
kudo{at}eri.u-tokyo.ac.jp
(K.K., T.K., M.T.)
Graduate School of Science
Hokkaido University
Nishi 8, Kita10, Kita-ku
Sapporo, 060-0810
Japan
(H.O., T.S., K.Y.)
Kandilli Observatory and Earthquake Research Institute
Bogazic University
81220, Cengelkoy
Istanbul, Turkey
(O.O., M.E.)
Central Research Institute of Electric Power Industry
Abiko 1646
Abiko City
Chiba 270-1194
Japan
(S.H.)
Manuscript received 20 August 2000.
Array observations of microtremors and aftershocks were carried out near the permanent strong-motion observation sites and the damaged areas, after the Kocaeli, Turkey, earthquake of 17 August 1999. The major objectives were to determine S-wave velocity structures at the sites and to understand the site effects on strong motion or damage. Array observation of microtremors is a useful method for determining the S-wave velocity structures in a sedimentary basin, with less practical restriction than the other geotechnical methods. The spatial autocorrelation method (SPAC) was applied to array data of microtremors for determining S-wave velocity structures. The SPAC method generally provides an equivalent result with that of the frequency-wavenumber method, using fewer array sites and a smaller array size.
Most strong-motion sites near the fault are classified into stiff and/or very hard soils. The records cannot directly be used for interpreting damage to buildings in the sedimentary basin. Records of long durations of strong motion at ATS, near Avcilar, west of Istanbul, are closely related to the low velocity (Vs 
200 m/sec) of the surface layers. The S-wave velocity structure at Avcilar, where there was severe damage during the mainshock, is similar to that of the lowland (ATS), and it differs significantly from that of CNA, located 4 km northeast of Avcilar, where the strong-motion record was obtained from the mainshock. The strong ground motion at Avcilar during the mainshock is estimated to be similar to that at ATS. Of the strong-motion sites, Sakarya (SKR) is located on very hard soil, whereas thick and soft sediments cover downtown Adapazari. It is plausible that strong ground motions during the mainshock in the damaged area, ADC, were significantly different from those of SKR. A large difference between the strong motions of a hillside and the lzmit Bay area in and around Golcuk is also indicated by a comparison of aftershock records.
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