NEAR FIELD SEISMIC SITE RESPONSE ANALYSIS OF ALLUVIAL BASIN: A CASE STUDY FOR THE GÖLYAKA, DÜZCE, TURKEY

2017-10-13
Yousefı Bavıl, Karım
Koçkar, Mustafa Kerem
Akgün, Haluk
Seismic events in the last few decades have demonstrated that local site conditions particular near earthquake prone areas that can generate significant amplifications and spatial variations of earthquake ground motion play a major role in the level of ground shaking. Hence, the amplification of ground motion due to local site effects (i.e., topographical conditions, ground motion resonance and basin geometry, etc.) plays an important role in increasing seismic damage. The study area is located in the Gölyaka basin that is located within the Eastern Marmara Region and that uniquely falls within the bifurcated near field section of the North Anatolian Fault System (NAFS). The surface rupture of the 1999 Düzce and 1999 Kocaeli Earthquakes bound this tectonically formed basin respectively, from south to northwest. Considering the concept given above, the local site conditions and dynamic characteristics of sediments have been evaluated in the study area. Then, the basin geometry has been developed to characterize the sediment conditions based on the Vs profilesthat has successfully developed through the surface seismic surveys at 29 sites. To identify the local site effects, the site response analysis (SRA) has been widely used to quantify the local site conditions on propagated ground motions in research and practice. Hence, 1-D site response analyses have been performed considering the nonlinear behavior of the soil deposits using an equivalent linear approach. Then, these results have been correlated with the developed basin model determined by Vs profiles. In general, the site response analyses conducted in the lower Vs prone areas (<180 m/s) demonstrated higher de-amplification levels even in strong motion due to nonlinear behavior in near field (i.e., topographic effect, basin geometry). Similarly, this effect was also unexpectedly observed at some places in the center of the basin for Vs ranges between 180- 360 m/s. Although, the sites near the fault rupture show higher amplification, due to topographic effects some exhibit lower amplification for strong motion. Furthermore, apart from the reliable results, the 1-D site response analyses results could not be accurately verified at some places because of the local site effects that could have generated spatial variations in the near field site depending on the dimensional basin geometry and topographical effects.
4. Uluslararası Deprem Mühendisliği ve Sismoloji Konferansı, 11 - 13 Ekim 2017

Suggestions

Evaluation of the site effects of the Ankara basin, Turkey
Kockar, M. K.; Akgün, Haluk (2012-08-01)
Recent major earthquakes have explicitly demonstrated that near-surface local site conditions that can generate significant amplifications and spatial variations of earthquake ground motion play a major role in the level of ground shaking and in gathering information on soft soil response. It is therefore highly desirable to develop methods to identify and characterize regions that are prone to this type of site amplification. To determine the subsurface sediment characteristics over a wide area, measuremen...
Dynamic soil characterization and site response estimation for Erbaa, Tokat (Turkey)
AKIN, MÜGE; Kramer, Steven L.; Topal, Tamer (2016-07-01)
Site amplification is one of the most important factors controlling damage in urban areas through strong earthquakes. Local site effects play an important role in earthquake-resistant design and should be considered for site response analyses. In this study, ground response analyses in Erbaa, Turkey, a settlement in the North Anatolian Fault Zone, using one-dimensional equivalent linear analysis and empirical approaches based on shear wave velocity profiles are evaluated and compared. The ground response an...
Simulation of large earthquakes and its implications on earthquake insurance rates: a case study in Bursa region (Turkey)
ÜNAL, Baris; Askan Gündoğan, Ayşegül; Kestel, Sevtap Ayşe (2017-01-01)
Ground motion intensity parameters of past and potential earthquakes are required for a range of purposes including earthquake insurance practice. In regions with no or sparse earthquake recordings, most of the available methods generate only peak ground motion parameters. For cases where full ground motion time histories are required, simulations that consider fault rupture processes become necessary. In this study, a major novel use of simulated ground motions is presented in insurance premium calculation...
Generic site amplification factors for northwestern Türkiye and their use in ground motion simulations
Muratoğlu, Gamze; Askan Gündoğan, Ayşegül; Department of Civil Engineering (2022-7-29)
Earthquake ground motions are influenced by source, path and local site properties. Among these three factors, local site conditions have a great effect on ground shaking and thus the structural damages observed during large earthquakes. Soil layers on top of hard rock can amplify the ground motions, which makes it essential to quantify the site amplifications. In this thesis, generic site amplification factors in Northwestern Türkiye are obtained according to the NEHRP (National Earthquake Hazards Reductio...
Seismic Intensity Maps for the Eastern Part of the North Anatolian Fault Zone (Turkey) Based on Recorded and Simulated Ground-Motion Data
Askan, Aysegul; Karim Zadeh Naghshineh, Shaghayegh; Bilal, Mustafa (2017-01-01)
Seismic intensity maps are employed globally in the aftermaths of earthquakes for rapid response purposes. These maps involve correlations between intensity and peak ground-motion values. In this study, we focus on eastern sections of the North Anatolian fault zone (NAFZ). The eastern segments of the NAFZ are less investigated and have sparse seismic networks compared with western ones. In particular, we study Erzincan, which is a small city in eastern Turkey, located in the conjunction of three active faul...
Citation Formats
K. Yousefı Bavıl, M. K. Koçkar, and H. Akgün, “NEAR FIELD SEISMIC SITE RESPONSE ANALYSIS OF ALLUVIAL BASIN: A CASE STUDY FOR THE GÖLYAKA, DÜZCE, TURKEY,” presented at the 4. Uluslararası Deprem Mühendisliği ve Sismoloji Konferansı, 11 - 13 Ekim 2017, Eskişehir, Türkiye, 2017, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/81245.