Deconvolution effect of near-fault earthquake ground motions on stochastic dynamic response of tunnel-soil deposit interaction systems-Reference-Cited by-同舟云学术

Deconvolution effect of near-fault earthquake ground motions on stochastic dynamic response of tunnel-soil deposit interaction systems

Published:2012-04-24 Issue:4 Volume:12 Page:1151-1157
ISSN:1684-9981
Container-title:Natural Hazards and Earth System Sciences
language:en
Short-container-title:Nat. Hazards Earth Syst. Sci.

Author:

Hacıefendioğlu K.

Abstract

Abstract. The deconvolution effect of the near-fault earthquake ground motions on the stochastic dynamic response of tunnel-soil deposit interaction systems are investigated by using the finite element method. Two different earthquake input mechanisms are used to consider the deconvolution effects in the analyses: the standard rigid-base input and the deconvolved-base-rock input model. The Bolu tunnel in Turkey is chosen as a numerical example. As near-fault ground motions, 1999 Kocaeli earthquake ground motion is selected. The interface finite elements are used between tunnel and soil deposit. The mean of maximum values of quasi-static, dynamic and total responses obtained from the two input models are compared with each other.

Publisher

Copernicus GmbH

Subject

General Earth and Planetary Sciences

Link

https://nhess.copernicus.org/articles/12/1151/2012/nhess-12-1151-2012.pdf

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