Non-linear soil-structure interaction effect on the seismic response of a building
Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic r...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
lagaguine, Maroua [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2023 |
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| Schlagwörter: |
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| Anmerkung: |
© Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: Arabian journal of geosciences - Berlin : Springer, 2008, 16(2023), 6 vom: 25. Mai |
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| Übergeordnetes Werk: |
volume:16 ; year:2023 ; number:6 ; day:25 ; month:05 |
| Links: |
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| DOI / URN: |
10.1007/s12517-023-11455-5 |
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| Katalog-ID: |
SPR051644657 |
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| 520 | |a Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. | ||
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| 650 | 4 | |a Equivalent linear soil model |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Impedance function |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Seismic response |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Sbartai, Badreddine |0 (orcid)0000-0002-8784-3830 |4 aut | |
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10.1007/s12517-023-11455-5 doi (DE-627)SPR051644657 (SPR)s12517-023-11455-5-e DE-627 ger DE-627 rakwb eng lagaguine, Maroua verfasserin aut Non-linear soil-structure interaction effect on the seismic response of a building 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. Soil-structure interaction (SSI) (dpeaa)DE-He213 Viscoelastic model (dpeaa)DE-He213 Non-linear soil model (dpeaa)DE-He213 Equivalent linear soil model (dpeaa)DE-He213 Impedance function (dpeaa)DE-He213 Seismic response (dpeaa)DE-He213 Sbartai, Badreddine (orcid)0000-0002-8784-3830 aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 16(2023), 6 vom: 25. Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:16 year:2023 number:6 day:25 month:05 https://dx.doi.org/10.1007/s12517-023-11455-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 16 2023 6 25 05 |
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10.1007/s12517-023-11455-5 doi (DE-627)SPR051644657 (SPR)s12517-023-11455-5-e DE-627 ger DE-627 rakwb eng lagaguine, Maroua verfasserin aut Non-linear soil-structure interaction effect on the seismic response of a building 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. Soil-structure interaction (SSI) (dpeaa)DE-He213 Viscoelastic model (dpeaa)DE-He213 Non-linear soil model (dpeaa)DE-He213 Equivalent linear soil model (dpeaa)DE-He213 Impedance function (dpeaa)DE-He213 Seismic response (dpeaa)DE-He213 Sbartai, Badreddine (orcid)0000-0002-8784-3830 aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 16(2023), 6 vom: 25. Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:16 year:2023 number:6 day:25 month:05 https://dx.doi.org/10.1007/s12517-023-11455-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 16 2023 6 25 05 |
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10.1007/s12517-023-11455-5 doi (DE-627)SPR051644657 (SPR)s12517-023-11455-5-e DE-627 ger DE-627 rakwb eng lagaguine, Maroua verfasserin aut Non-linear soil-structure interaction effect on the seismic response of a building 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. Soil-structure interaction (SSI) (dpeaa)DE-He213 Viscoelastic model (dpeaa)DE-He213 Non-linear soil model (dpeaa)DE-He213 Equivalent linear soil model (dpeaa)DE-He213 Impedance function (dpeaa)DE-He213 Seismic response (dpeaa)DE-He213 Sbartai, Badreddine (orcid)0000-0002-8784-3830 aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 16(2023), 6 vom: 25. Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:16 year:2023 number:6 day:25 month:05 https://dx.doi.org/10.1007/s12517-023-11455-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 16 2023 6 25 05 |
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10.1007/s12517-023-11455-5 doi (DE-627)SPR051644657 (SPR)s12517-023-11455-5-e DE-627 ger DE-627 rakwb eng lagaguine, Maroua verfasserin aut Non-linear soil-structure interaction effect on the seismic response of a building 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. Soil-structure interaction (SSI) (dpeaa)DE-He213 Viscoelastic model (dpeaa)DE-He213 Non-linear soil model (dpeaa)DE-He213 Equivalent linear soil model (dpeaa)DE-He213 Impedance function (dpeaa)DE-He213 Seismic response (dpeaa)DE-He213 Sbartai, Badreddine (orcid)0000-0002-8784-3830 aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 16(2023), 6 vom: 25. Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:16 year:2023 number:6 day:25 month:05 https://dx.doi.org/10.1007/s12517-023-11455-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 16 2023 6 25 05 |
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10.1007/s12517-023-11455-5 doi (DE-627)SPR051644657 (SPR)s12517-023-11455-5-e DE-627 ger DE-627 rakwb eng lagaguine, Maroua verfasserin aut Non-linear soil-structure interaction effect on the seismic response of a building 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. Soil-structure interaction (SSI) (dpeaa)DE-He213 Viscoelastic model (dpeaa)DE-He213 Non-linear soil model (dpeaa)DE-He213 Equivalent linear soil model (dpeaa)DE-He213 Impedance function (dpeaa)DE-He213 Seismic response (dpeaa)DE-He213 Sbartai, Badreddine (orcid)0000-0002-8784-3830 aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 16(2023), 6 vom: 25. Mai (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:16 year:2023 number:6 day:25 month:05 https://dx.doi.org/10.1007/s12517-023-11455-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 16 2023 6 25 05 |
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Enthalten in Arabian journal of geosciences 16(2023), 6 vom: 25. Mai volume:16 year:2023 number:6 day:25 month:05 |
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. 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lagaguine, Maroua |
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Non-linear soil-structure interaction effect on the seismic response of a building Soil-structure interaction (SSI) (dpeaa)DE-He213 Viscoelastic model (dpeaa)DE-He213 Non-linear soil model (dpeaa)DE-He213 Equivalent linear soil model (dpeaa)DE-He213 Impedance function (dpeaa)DE-He213 Seismic response (dpeaa)DE-He213 |
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non-linear soil-structure interaction effect on the seismic response of a building |
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Non-linear soil-structure interaction effect on the seismic response of a building |
| abstract |
Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. © Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. © Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract In presence of a non-linear soil behavior induced by a strong earthquake, the stiffness and damping characteristics of the soil as well as the dynamic response of the structure can be affected. Therefore, this work aims to study the influence of the non-linear soil behavior on the seismic response of the soil-structure system with a new approach using the Caldynasoil computational code based on equivalent-linear method. Using the analytic method, the seismic response of the selected structure was obtained for a nonlinear soil behavior and for two forms of impedance functions. Two types of analyses were performed: first, through an analytical formulation based on the dynamic equilibrium of the soil-structure system modeled by an analog model with three degrees of freedom, and then through a numerical analysis performed with 2D finite element modeling using Abaqus software. The results of the latter type of analysis were compared with those of the analytical solution for validate the obtained results in the first analysis. Finally, we propose new analytical nonlinear relationships between the displacements of the structure, the seismic acceleration level, and the excitation frequencies, taking into account the equivalent linear soil behavior. The change in soil behavior due to the imposed seismic motion in this work shows a significant effect on the response and displacement of the structure. This effect is characterized by an overestimation of the displacement of the structure and a strong dependence on the type of impedance function and soil properties. Excellent agreement between finite element analysis and analytical results was obtained due to the reasonable representation of the model. © Saudi Society for Geosciences and Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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Non-linear soil-structure interaction effect on the seismic response of a building |
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https://dx.doi.org/10.1007/s12517-023-11455-5 |
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10.1007/s12517-023-11455-5 |
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2024-07-03T23:01:41.933Z |
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| score |
7.4005814 |