Comparison of seismic fragility analysis methods for arch dams
Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints,...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Jin, Aiyun [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: |
© Institute of Engineering Mechanics, China Earthquake Administration 2023 |
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| Übergeordnetes Werk: |
Enthalten in: Earthquake engineering and engineering vibration - Beijing : Science Press, 2002, 22(2023), 1 vom: Jan., Seite 173-189 |
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| Übergeordnetes Werk: |
volume:22 ; year:2023 ; number:1 ; month:01 ; pages:173-189 |
| Links: |
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| DOI / URN: |
10.1007/s11803-023-2164-1 |
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| Katalog-ID: |
SPR050229893 |
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| 520 | |a Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. | ||
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| 650 | 4 | |a incremental dynamic analysis |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a multiple stripe analysis |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Qiu, Yixiang |4 aut | |
| 700 | 1 | |a Wang, Jinting |4 aut | |
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10.1007/s11803-023-2164-1 doi (DE-627)SPR050229893 (SPR)s11803-023-2164-1-e DE-627 ger DE-627 rakwb eng Jin, Aiyun verfasserin aut Comparison of seismic fragility analysis methods for arch dams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Institute of Engineering Mechanics, China Earthquake Administration 2023 Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. arch dam (dpeaa)DE-He213 seismic fragility analysis (dpeaa)DE-He213 cloud analysis (dpeaa)DE-He213 incremental dynamic analysis (dpeaa)DE-He213 multiple stripe analysis (dpeaa)DE-He213 Qiu, Yixiang aut Wang, Jinting aut Enthalten in Earthquake engineering and engineering vibration Beijing : Science Press, 2002 22(2023), 1 vom: Jan., Seite 173-189 (DE-627)527576972 (DE-600)2276934-1 1993-503X nnns volume:22 year:2023 number:1 month:01 pages:173-189 https://dx.doi.org/10.1007/s11803-023-2164-1 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_374 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_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_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_2700 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 22 2023 1 01 173-189 |
| spelling |
10.1007/s11803-023-2164-1 doi (DE-627)SPR050229893 (SPR)s11803-023-2164-1-e DE-627 ger DE-627 rakwb eng Jin, Aiyun verfasserin aut Comparison of seismic fragility analysis methods for arch dams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Institute of Engineering Mechanics, China Earthquake Administration 2023 Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. arch dam (dpeaa)DE-He213 seismic fragility analysis (dpeaa)DE-He213 cloud analysis (dpeaa)DE-He213 incremental dynamic analysis (dpeaa)DE-He213 multiple stripe analysis (dpeaa)DE-He213 Qiu, Yixiang aut Wang, Jinting aut Enthalten in Earthquake engineering and engineering vibration Beijing : Science Press, 2002 22(2023), 1 vom: Jan., Seite 173-189 (DE-627)527576972 (DE-600)2276934-1 1993-503X nnns volume:22 year:2023 number:1 month:01 pages:173-189 https://dx.doi.org/10.1007/s11803-023-2164-1 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_374 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_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_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_2700 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 22 2023 1 01 173-189 |
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10.1007/s11803-023-2164-1 doi (DE-627)SPR050229893 (SPR)s11803-023-2164-1-e DE-627 ger DE-627 rakwb eng Jin, Aiyun verfasserin aut Comparison of seismic fragility analysis methods for arch dams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Institute of Engineering Mechanics, China Earthquake Administration 2023 Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. arch dam (dpeaa)DE-He213 seismic fragility analysis (dpeaa)DE-He213 cloud analysis (dpeaa)DE-He213 incremental dynamic analysis (dpeaa)DE-He213 multiple stripe analysis (dpeaa)DE-He213 Qiu, Yixiang aut Wang, Jinting aut Enthalten in Earthquake engineering and engineering vibration Beijing : Science Press, 2002 22(2023), 1 vom: Jan., Seite 173-189 (DE-627)527576972 (DE-600)2276934-1 1993-503X nnns volume:22 year:2023 number:1 month:01 pages:173-189 https://dx.doi.org/10.1007/s11803-023-2164-1 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_374 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_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_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_2700 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 22 2023 1 01 173-189 |
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10.1007/s11803-023-2164-1 doi (DE-627)SPR050229893 (SPR)s11803-023-2164-1-e DE-627 ger DE-627 rakwb eng Jin, Aiyun verfasserin aut Comparison of seismic fragility analysis methods for arch dams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Institute of Engineering Mechanics, China Earthquake Administration 2023 Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. arch dam (dpeaa)DE-He213 seismic fragility analysis (dpeaa)DE-He213 cloud analysis (dpeaa)DE-He213 incremental dynamic analysis (dpeaa)DE-He213 multiple stripe analysis (dpeaa)DE-He213 Qiu, Yixiang aut Wang, Jinting aut Enthalten in Earthquake engineering and engineering vibration Beijing : Science Press, 2002 22(2023), 1 vom: Jan., Seite 173-189 (DE-627)527576972 (DE-600)2276934-1 1993-503X nnns volume:22 year:2023 number:1 month:01 pages:173-189 https://dx.doi.org/10.1007/s11803-023-2164-1 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_374 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_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_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_2700 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 22 2023 1 01 173-189 |
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10.1007/s11803-023-2164-1 doi (DE-627)SPR050229893 (SPR)s11803-023-2164-1-e DE-627 ger DE-627 rakwb eng Jin, Aiyun verfasserin aut Comparison of seismic fragility analysis methods for arch dams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Institute of Engineering Mechanics, China Earthquake Administration 2023 Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. arch dam (dpeaa)DE-He213 seismic fragility analysis (dpeaa)DE-He213 cloud analysis (dpeaa)DE-He213 incremental dynamic analysis (dpeaa)DE-He213 multiple stripe analysis (dpeaa)DE-He213 Qiu, Yixiang aut Wang, Jinting aut Enthalten in Earthquake engineering and engineering vibration Beijing : Science Press, 2002 22(2023), 1 vom: Jan., Seite 173-189 (DE-627)527576972 (DE-600)2276934-1 1993-503X nnns volume:22 year:2023 number:1 month:01 pages:173-189 https://dx.doi.org/10.1007/s11803-023-2164-1 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_374 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_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_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_2700 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 22 2023 1 01 173-189 |
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Enthalten in Earthquake engineering and engineering vibration 22(2023), 1 vom: Jan., Seite 173-189 volume:22 year:2023 number:1 month:01 pages:173-189 |
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Enthalten in Earthquake engineering and engineering vibration 22(2023), 1 vom: Jan., Seite 173-189 volume:22 year:2023 number:1 month:01 pages:173-189 |
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Jin, Aiyun @@aut@@ Qiu, Yixiang @@aut@@ Wang, Jinting @@aut@@ |
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Jin, Aiyun |
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Jin, Aiyun misc arch dam misc seismic fragility analysis misc cloud analysis misc incremental dynamic analysis misc multiple stripe analysis Comparison of seismic fragility analysis methods for arch dams |
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Comparison of seismic fragility analysis methods for arch dams arch dam (dpeaa)DE-He213 seismic fragility analysis (dpeaa)DE-He213 cloud analysis (dpeaa)DE-He213 incremental dynamic analysis (dpeaa)DE-He213 multiple stripe analysis (dpeaa)DE-He213 |
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misc arch dam misc seismic fragility analysis misc cloud analysis misc incremental dynamic analysis misc multiple stripe analysis |
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misc arch dam misc seismic fragility analysis misc cloud analysis misc incremental dynamic analysis misc multiple stripe analysis |
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misc arch dam misc seismic fragility analysis misc cloud analysis misc incremental dynamic analysis misc multiple stripe analysis |
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Comparison of seismic fragility analysis methods for arch dams |
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Comparison of seismic fragility analysis methods for arch dams |
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Jin, Aiyun |
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Earthquake engineering and engineering vibration |
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Earthquake engineering and engineering vibration |
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Jin, Aiyun Qiu, Yixiang Wang, Jinting |
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comparison of seismic fragility analysis methods for arch dams |
| title_auth |
Comparison of seismic fragility analysis methods for arch dams |
| abstract |
Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. © Institute of Engineering Mechanics, China Earthquake Administration 2023 |
| abstractGer |
Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. © Institute of Engineering Mechanics, China Earthquake Administration 2023 |
| abstract_unstemmed |
Abstract This study focuses on the seismic fragility analysis of arch dams. The multiple stripe analysis (MSA), cloud analysis (CLA), and incremental dynamic analysis (IDA) methods are compared. A comprehensive dam-reservoir-foundation rock system, which considers the opening of contraction joints, the nonlinearity of dam concrete and foundation rock, the radiation damping effect of semi-unbounded foundation, and the compressibility of reservoir water, is used as a numerical example. 225, 80, and 15 earthquake records are selected for MSA, CLA, and IDA, respectively. The results show that MSA provides satisfactory fragility analysis, while both CLA and IDA have assumptions that may lead to deviations. Therefore, MSA is the most reliable method among the three methods and is recommended for the fragility analysis of arch dams. It is also shown that the choice of demand level affects the reliability of fragility curves and the effect of the material uncertainty on the fragility of the dam is not significant. © Institute of Engineering Mechanics, China Earthquake Administration 2023 |
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Comparison of seismic fragility analysis methods for arch dams |
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Qiu, Yixiang Wang, Jinting |
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| doi_str |
10.1007/s11803-023-2164-1 |
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2024-07-03T14:12:54.215Z |
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