Geomechanics and Engineering

  • 제9권2호
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  • Pages.169-193
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  • 2015
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Dynamic simulation models for seismic behavior of soil systems - Part II: Solution algorithm and numerical applications

  • 투고 : 2014.04.23
  • 심사 : 2015.04.16
  • 발행 : 2015.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper is the second part of the study for determining the seismic behavior of soil systems. The aim of this part is to present solution approaches for determining seismic site amplification. For this purpose, two solution techniques are used. The first technique is equivalent linear analysis which is mostly used in literature. The other technique is real time parameter updating approach and this approach uses the possibilities of Simulink effectively. A graphical user interfaced (GUI) program called DTASSA standing for Discrete-Time Analysis of Seismic Site Amplification is developed. In DTASSA, automatic block diagram producing system is developed and seismic site amplification for multiple soil layers may easily be investigated in real time. Numerical applications have been carried out to check the reliability of developed algorithm. The results of DTASSA are compared with SUA, EERA and NERA programs for the particular example problems.

키워드

참고문헌

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피인용 문헌

  1. Development of integrated earthquake simulation system for Istanbul vol.68, pp.1, 2016, https://doi.org/10.1186/s40623-016-0497-y
  2. Automatic 3D soil model generation for southern part of the European side of Istanbul based on GIS database vol.13, pp.6, 2015, https://doi.org/10.12989/gae.2017.13.6.893
  3. Effect of site amplification on inelastic seismic response vol.18, pp.3, 2015, https://doi.org/10.1007/s11803-019-0520-y