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您的检索式：作者名="Senol ozyahn"
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| 1 | Soil characterization of Tinaztepe region(Izmir/Turkey) using surface wave methods and nakamura(HVSR) technique显示文摘To determine the shear wave velocity structure and predominant period features of T?naztepe in ?zmir, Turkey, where new building sites have been planned, active–passive surface wave methods and single-station microtremor measurements are used, as well as surface acquisition techniques, including the multichannel analysis of surface waves(MASW), refraction microtremor(Re Mi), and the spatial autocorrelation method(SPAC), to pinpoint shallow and deep shear wave velocity. For engineering bedrock(V_s > 760 m/s) conditions at a depth of 30m, an average seismic shear wave velocity in the upper 30m of soil(AV_s30) is not only accepted as an important parameter for defining ground behavior during earthquakes, but a primary parameter in the geotechnical analysis for areas to be classified by V_s30 according to the National Earthquake Hazards Reduction Program(NEHRP). It is also determined that Z1.0, which represents a depth to V_s = 1000m/s, is used for ground motion prediction and changed from 0 to 54m. The sediment–engineering bedrock structure for T?naztepe that was obtained shows engineering bedrock no deeper than 30m. When compared, the depth of engineering bedrock and dominant period map and geology are generally compatible. | Eren Pamuk ozkan Cevdet ozdag Senol ozyahn Mustafa Akgun | 2017 | Earthquake Engineering and Engineering Vibration2017，16，2： | 1 |
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