Seismic responses of subway station with different distributions of soft soil in Tianjin

Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The n...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Yang, Dejian [verfasserIn] Duan, Meiling [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2014

Schlagwörter:	distribution of soft soil soft soil in Tianjin seismic response ANSYS

Übergeordnetes Werk:	Enthalten in: Frontiers of architecture and civil engineering in China - Beijing : Higher Education Press, 2007, 8(2014), 2 vom: 21. Mai, Seite 187-193
Übergeordnetes Werk:	volume:8 ; year:2014 ; number:2 ; day:21 ; month:05 ; pages:187-193

Links:	Volltext

DOI / URN:	10.1007/s11709-014-0252-z

Katalog-ID:	SPR021978964

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allfields	10.1007/s11709-014-0252-z doi (DE-627)SPR021978964 (SPR)s11709-014-0252-z-e DE-627 ger DE-627 rakwb eng 690 ASE 56.00 bkl 56.60 bkl Yang, Dejian verfasserin aut Seismic responses of subway station with different distributions of soft soil in Tianjin 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The nonlinear dynamic properties of soft soils are modeled by the KINH. And obtain the response rules about displacement and internal force on subway station in the general field soil and five different distributions of soft soil. Provide reference for improving the seismic performance of subway stations in Tianjin soft soil. distribution of soft soil (dpeaa)DE-He213 soft soil in Tianjin (dpeaa)DE-He213 seismic response (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Duan, Meiling verfasserin aut Enthalten in Frontiers of architecture and civil engineering in China Beijing : Higher Education Press, 2007 8(2014), 2 vom: 21. Mai, Seite 187-193 (DE-627)546007724 (DE-600)2389476-3 1673-7512 nnns volume:8 year:2014 number:2 day:21 month:05 pages:187-193 https://dx.doi.org/10.1007/s11709-014-0252-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 56.00 ASE 56.60 ASE AR 8 2014 2 21 05 187-193
spelling	10.1007/s11709-014-0252-z doi (DE-627)SPR021978964 (SPR)s11709-014-0252-z-e DE-627 ger DE-627 rakwb eng 690 ASE 56.00 bkl 56.60 bkl Yang, Dejian verfasserin aut Seismic responses of subway station with different distributions of soft soil in Tianjin 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The nonlinear dynamic properties of soft soils are modeled by the KINH. And obtain the response rules about displacement and internal force on subway station in the general field soil and five different distributions of soft soil. Provide reference for improving the seismic performance of subway stations in Tianjin soft soil. distribution of soft soil (dpeaa)DE-He213 soft soil in Tianjin (dpeaa)DE-He213 seismic response (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Duan, Meiling verfasserin aut Enthalten in Frontiers of architecture and civil engineering in China Beijing : Higher Education Press, 2007 8(2014), 2 vom: 21. Mai, Seite 187-193 (DE-627)546007724 (DE-600)2389476-3 1673-7512 nnns volume:8 year:2014 number:2 day:21 month:05 pages:187-193 https://dx.doi.org/10.1007/s11709-014-0252-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 56.00 ASE 56.60 ASE AR 8 2014 2 21 05 187-193
allfields_unstemmed	10.1007/s11709-014-0252-z doi (DE-627)SPR021978964 (SPR)s11709-014-0252-z-e DE-627 ger DE-627 rakwb eng 690 ASE 56.00 bkl 56.60 bkl Yang, Dejian verfasserin aut Seismic responses of subway station with different distributions of soft soil in Tianjin 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The nonlinear dynamic properties of soft soils are modeled by the KINH. And obtain the response rules about displacement and internal force on subway station in the general field soil and five different distributions of soft soil. Provide reference for improving the seismic performance of subway stations in Tianjin soft soil. distribution of soft soil (dpeaa)DE-He213 soft soil in Tianjin (dpeaa)DE-He213 seismic response (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Duan, Meiling verfasserin aut Enthalten in Frontiers of architecture and civil engineering in China Beijing : Higher Education Press, 2007 8(2014), 2 vom: 21. Mai, Seite 187-193 (DE-627)546007724 (DE-600)2389476-3 1673-7512 nnns volume:8 year:2014 number:2 day:21 month:05 pages:187-193 https://dx.doi.org/10.1007/s11709-014-0252-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 56.00 ASE 56.60 ASE AR 8 2014 2 21 05 187-193
allfieldsGer	10.1007/s11709-014-0252-z doi (DE-627)SPR021978964 (SPR)s11709-014-0252-z-e DE-627 ger DE-627 rakwb eng 690 ASE 56.00 bkl 56.60 bkl Yang, Dejian verfasserin aut Seismic responses of subway station with different distributions of soft soil in Tianjin 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The nonlinear dynamic properties of soft soils are modeled by the KINH. And obtain the response rules about displacement and internal force on subway station in the general field soil and five different distributions of soft soil. Provide reference for improving the seismic performance of subway stations in Tianjin soft soil. distribution of soft soil (dpeaa)DE-He213 soft soil in Tianjin (dpeaa)DE-He213 seismic response (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Duan, Meiling verfasserin aut Enthalten in Frontiers of architecture and civil engineering in China Beijing : Higher Education Press, 2007 8(2014), 2 vom: 21. Mai, Seite 187-193 (DE-627)546007724 (DE-600)2389476-3 1673-7512 nnns volume:8 year:2014 number:2 day:21 month:05 pages:187-193 https://dx.doi.org/10.1007/s11709-014-0252-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 56.00 ASE 56.60 ASE AR 8 2014 2 21 05 187-193
allfieldsSound	10.1007/s11709-014-0252-z doi (DE-627)SPR021978964 (SPR)s11709-014-0252-z-e DE-627 ger DE-627 rakwb eng 690 ASE 56.00 bkl 56.60 bkl Yang, Dejian verfasserin aut Seismic responses of subway station with different distributions of soft soil in Tianjin 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The nonlinear dynamic properties of soft soils are modeled by the KINH. And obtain the response rules about displacement and internal force on subway station in the general field soil and five different distributions of soft soil. Provide reference for improving the seismic performance of subway stations in Tianjin soft soil. distribution of soft soil (dpeaa)DE-He213 soft soil in Tianjin (dpeaa)DE-He213 seismic response (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Duan, Meiling verfasserin aut Enthalten in Frontiers of architecture and civil engineering in China Beijing : Higher Education Press, 2007 8(2014), 2 vom: 21. Mai, Seite 187-193 (DE-627)546007724 (DE-600)2389476-3 1673-7512 nnns volume:8 year:2014 number:2 day:21 month:05 pages:187-193 https://dx.doi.org/10.1007/s11709-014-0252-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 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_152 GBV_ILN_161 GBV_ILN_171 GBV_ILN_187 GBV_ILN_224 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2018 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 56.00 ASE 56.60 ASE AR 8 2014 2 21 05 187-193
language	English
source	Enthalten in Frontiers of architecture and civil engineering in China 8(2014), 2 vom: 21. Mai, Seite 187-193 volume:8 year:2014 number:2 day:21 month:05 pages:187-193
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author	Yang, Dejian
spellingShingle	Yang, Dejian ddc 690 bkl 56.00 bkl 56.60 misc distribution of soft soil misc soft soil in Tianjin misc seismic response misc ANSYS Seismic responses of subway station with different distributions of soft soil in Tianjin
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topic_title	690 ASE 56.00 bkl 56.60 bkl Seismic responses of subway station with different distributions of soft soil in Tianjin distribution of soft soil (dpeaa)DE-He213 soft soil in Tianjin (dpeaa)DE-He213 seismic response (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213
topic	ddc 690 bkl 56.00 bkl 56.60 misc distribution of soft soil misc soft soil in Tianjin misc seismic response misc ANSYS
topic_unstemmed	ddc 690 bkl 56.00 bkl 56.60 misc distribution of soft soil misc soft soil in Tianjin misc seismic response misc ANSYS
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title	Seismic responses of subway station with different distributions of soft soil in Tianjin
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title_full	Seismic responses of subway station with different distributions of soft soil in Tianjin
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title_sort	seismic responses of subway station with different distributions of soft soil in tianjin
title_auth	Seismic responses of subway station with different distributions of soft soil in Tianjin
abstract	Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The nonlinear dynamic properties of soft soils are modeled by the KINH. And obtain the response rules about displacement and internal force on subway station in the general field soil and five different distributions of soft soil. Provide reference for improving the seismic performance of subway stations in Tianjin soft soil.
abstractGer	Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The nonlinear dynamic properties of soft soils are modeled by the KINH. And obtain the response rules about displacement and internal force on subway station in the general field soil and five different distributions of soft soil. Provide reference for improving the seismic performance of subway stations in Tianjin soft soil.
abstract_unstemmed	Abstract In connection with the practical project of Kunming Road station of Tianjin subway Line 3, the paper established a two-dimensional finite element model with visco-elastic boundary by using ANSYS and analyzed seismic responses of subway station with different distribution of soft soil. The nonlinear dynamic properties of soft soils are modeled by the KINH. And obtain the response rules about displacement and internal force on subway station in the general field soil and five different distributions of soft soil. Provide reference for improving the seismic performance of subway stations in Tianjin soft soil.
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title_short	Seismic responses of subway station with different distributions of soft soil in Tianjin
url	https://dx.doi.org/10.1007/s11709-014-0252-z
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up_date	2024-07-04T01:16:01.025Z
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Seismic responses of subway station with different distributions of soft soil in Tianjin

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