<abstract xmlns="http://www.w3.org/1999/xhtml">The aim of this study is to consider the effects of the variation of shear modulus ratio (<italic>G/G</italic><italic>0</italic>) and damping ratio (<italic>ξ</italic>) of soil, obtained by a linear iterative method based on the design spectra of seismic codes, the soil environment in terms of uncertainties in shear modulus using Monte Carlo simulations and the foundation damping (<italic>ξ</italic><italic>f</italic>) of flexible base for analyses of the Soil-Structure Interaction (SSI) problems. A squat structure with circular shallow foundation resting on a soil layer over a homogeneous half-space is studied by using cone model and considering seismic zone effect on structural response. Firstly, after showing the effects of the correction of <italic>G</italic> and <italic>ξ</italic> on impedance functions and the responses of soil-foundation-structure system, a study is carried out to compare these effects to those of the modelling of uncertainties in shear modulus as random variations. Secondly, a comparative analysis on design response spectra and base shear forces was carried out for four seismic codes (Algerian Seismic Rules RPA99-2003, Eurocode 8–2004, International Building Code IBC-2015 and Indian Code IS-1893-2002) considering the three cases of SSI: SSI effects (initial <italic>G</italic> and <italic>ξ</italic>), nonlinear SSI (corrected <italic>G</italic> and <italic>ξ</italic>) and stochastic SSI (random <italic>G</italic> with COV = 20%) compared to the fixed base case. Results show that the correction of <italic>G</italic> and <italic>ξ</italic>, according to the equivalent nonlinear method in all the cases, leads to a remarkable decrease in peak responses but show a huge amount of reduction in the second study for IBC-2015 and IS-1893-2002 codes compared to the other codes.</abstract>

The aim of this study is to consider the effects of the variation of shear modulus ratio (G/G0) and damping ratio (ξ) of soil, obtained by a linear iterative method based on the design spectra of seismic codes, the soil environment in terms of uncertainties in shear modulus using Monte Carlo simulations and the foundation damping (ξf) of flexible base for analyses of the Soil-Structure Interaction (SSI) problems. A squat structure with circular shallow foundation resting on a soil layer over a homogeneous half-space is studied by using cone model and considering seismic zone effect on structural response. Firstly, after showing the effects of the correction of G and ξ on impedance functions and the responses of soil-foundation-structure system, a study is carried out to compare these effects to those of the modelling of uncertainties in shear modulus as random variations. Secondly, a comparative analysis on design response spectra and base shear forces was carried out for four seismic codes (Algerian Seismic Rules RPA99-2003, Eurocode 8–2004, International Building Code IBC-2015 and Indian Code IS-1893-2002) considering the three cases of SSI: SSI effects (initial G and ξ), nonlinear SSI (corrected G and ξ) and stochastic SSI (random G with COV = 20%) compared to the fixed base case. Results show that the correction of G and ξ, according to the equivalent nonlinear method in all the cases, leads to a remarkable decrease in peak responses but show a huge amount of reduction in the second study for IBC-2015 and IS-1893-2002 codes compared to the other codes.

Seismic codes based equivalent nonlinear and stochastic soil structure interaction analysis

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

The aim of this study is to consider the effects of the variation of shear modulus ratio (G/G0) and damping ratio (ξ) of soil, obtained by a linear iterative...

Seismic codes based equivalent nonlinear and stochastic soil structure interaction analysis

Article Category: Original Study

Pubblicato online: 23 ott 2020

Pagine: 1 - 14

Ricevuto: 31 mar 2020

Accettato: 29 ago 2020

DOI: https://doi.org/10.2478/sgem-2020-0007

Parole chiave
Shear modulus, damping, uncertainties, linear iterative method, seismic code

© 2021 Mohamed Elhebib Guellil et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Seismic codes based equivalent nonlinear and stochastic soil structure interaction analysis

Article Category: Original Study

Pubblicato online: 23 ott 2020

Pagine: 1 - 14

Ricevuto: 31 mar 2020

Accettato: 29 ago 2020

DOI: https://doi.org/10.2478/sgem-2020-0007

Parole chiaveShear modulus, damping, uncertainties, linear iterative method, seismic code

© 2021 Mohamed Elhebib Guellil et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Parole chiave
Shear modulus, damping, uncertainties, linear iterative method, seismic code