Soil Transfer Function For Undamped Homogeneous Soils: Cases From Beyoğlu And Küçükçekmece Districts


Bese B. N., Ulutaş E.

1. International Ankara Scientific Research Congress, Ankara, Turkey, 21 - 22 December 2024, pp.277-285

  • Publication Type: Conference Paper / Full Text
  • City: Ankara
  • Country: Turkey
  • Page Numbers: pp.277-285
  • Kocaeli University Affiliated: Yes

Abstract

In this study, the site response analysis approach was used to determine earthquake-induced forces that could potentially damage structures. The study is based on modeling the propagation of seismic waves, generated by fault ruptures at the earthquake source, through the subsurface to the top of the bedrock beneath a given area. In order to determine the amplification function of the soil layer above the bedrock from the modeled seismic waves, the transfer functions for two locations in the Beyoğlu and Küçükçekmece districts were calculated. For this purpose, the soil profiles from drillings and the acceleration records were used from the Beşiktaş 3407 station during the Mw=5.8 earthquake that occurred on September 26, 2019, off the coast of Silivri in the Marmara Sea near Istanbul. The calculations employed one-dimensional models with an assumption of non-damping soil. The impact of soil layer thickness and Vs30 velocity on the transfer function was analyzed. Variations in ground transfer functions as a function of soil parameters were illustrated by altering the depth of the bedrock and the Vs30 velocity. For Küçükçekmece, when comparing the acceleration spectrum recorded on the bedrock with the amplitude spectrum of the surface output motion, the maximum acceleration was calculated to increase from 0.6 g to 2 g. According to the transfer function, the highest amplification was approximately 3.5. When the Vs30 velocity of the soil layer over the bedrock was reduced, the highest amplification in the transfer function rose to around 6.0. For the soil profiles in the Beyoğlu district, the maximum acceleration was calculated to increase from 0.6 g to 1.5 g. When the bedrock depth at this station was further increased, an increase in ground amplification was observed. This result indicates that as the thickness of the soil layer increases, the ground amplification value also increases, and the amplification particularly becomes more pronounced at higher frequencies.

Keywords: Transfer function, 1D model, soil amplification