Attenuation Tomography Based on Strong Motion Data: Case Study of Central Honshu Region, Japan
Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation c...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Kumar, Parveen [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2013 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer Basel 2013 |
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| Übergeordnetes Werk: |
Enthalten in: Pure and applied geophysics - Springer Basel, 1964, 170(2013), 12 vom: 13. März, Seite 2087-2106 |
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| Übergeordnetes Werk: |
volume:170 ; year:2013 ; number:12 ; day:13 ; month:03 ; pages:2087-2106 |
| Links: |
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| DOI / URN: |
10.1007/s00024-013-0658-x |
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| 520 | |a Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. | ||
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10.1007/s00024-013-0658-x doi (DE-627)OLC206949778X (DE-He213)s00024-013-0658-x-p DE-627 ger DE-627 rakwb eng 550 VZ 550 VZ 16,13 ssgn Kumar, Parveen verfasserin aut Attenuation Tomography Based on Strong Motion Data: Case Study of Central Honshu Region, Japan 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Basel 2013 Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. Quality factor attenuation strong motion network inversion Joshi, A. aut Verma, O. P. aut Enthalten in Pure and applied geophysics Springer Basel, 1964 170(2013), 12 vom: 13. März, Seite 2087-2106 (DE-627)129538353 (DE-600)216719-0 (DE-576)014971038 0033-4553 nnns volume:170 year:2013 number:12 day:13 month:03 pages:2087-2106 https://doi.org/10.1007/s00024-013-0658-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-PHY SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_601 GBV_ILN_4028 GBV_ILN_4277 AR 170 2013 12 13 03 2087-2106 |
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10.1007/s00024-013-0658-x doi (DE-627)OLC206949778X (DE-He213)s00024-013-0658-x-p DE-627 ger DE-627 rakwb eng 550 VZ 550 VZ 16,13 ssgn Kumar, Parveen verfasserin aut Attenuation Tomography Based on Strong Motion Data: Case Study of Central Honshu Region, Japan 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Basel 2013 Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. Quality factor attenuation strong motion network inversion Joshi, A. aut Verma, O. P. aut Enthalten in Pure and applied geophysics Springer Basel, 1964 170(2013), 12 vom: 13. März, Seite 2087-2106 (DE-627)129538353 (DE-600)216719-0 (DE-576)014971038 0033-4553 nnns volume:170 year:2013 number:12 day:13 month:03 pages:2087-2106 https://doi.org/10.1007/s00024-013-0658-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-PHY SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_601 GBV_ILN_4028 GBV_ILN_4277 AR 170 2013 12 13 03 2087-2106 |
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10.1007/s00024-013-0658-x doi (DE-627)OLC206949778X (DE-He213)s00024-013-0658-x-p DE-627 ger DE-627 rakwb eng 550 VZ 550 VZ 16,13 ssgn Kumar, Parveen verfasserin aut Attenuation Tomography Based on Strong Motion Data: Case Study of Central Honshu Region, Japan 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Basel 2013 Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. Quality factor attenuation strong motion network inversion Joshi, A. aut Verma, O. P. aut Enthalten in Pure and applied geophysics Springer Basel, 1964 170(2013), 12 vom: 13. März, Seite 2087-2106 (DE-627)129538353 (DE-600)216719-0 (DE-576)014971038 0033-4553 nnns volume:170 year:2013 number:12 day:13 month:03 pages:2087-2106 https://doi.org/10.1007/s00024-013-0658-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-PHY SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_601 GBV_ILN_4028 GBV_ILN_4277 AR 170 2013 12 13 03 2087-2106 |
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10.1007/s00024-013-0658-x doi (DE-627)OLC206949778X (DE-He213)s00024-013-0658-x-p DE-627 ger DE-627 rakwb eng 550 VZ 550 VZ 16,13 ssgn Kumar, Parveen verfasserin aut Attenuation Tomography Based on Strong Motion Data: Case Study of Central Honshu Region, Japan 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Basel 2013 Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. Quality factor attenuation strong motion network inversion Joshi, A. aut Verma, O. P. aut Enthalten in Pure and applied geophysics Springer Basel, 1964 170(2013), 12 vom: 13. März, Seite 2087-2106 (DE-627)129538353 (DE-600)216719-0 (DE-576)014971038 0033-4553 nnns volume:170 year:2013 number:12 day:13 month:03 pages:2087-2106 https://doi.org/10.1007/s00024-013-0658-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-PHY SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_601 GBV_ILN_4028 GBV_ILN_4277 AR 170 2013 12 13 03 2087-2106 |
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10.1007/s00024-013-0658-x doi (DE-627)OLC206949778X (DE-He213)s00024-013-0658-x-p DE-627 ger DE-627 rakwb eng 550 VZ 550 VZ 16,13 ssgn Kumar, Parveen verfasserin aut Attenuation Tomography Based on Strong Motion Data: Case Study of Central Honshu Region, Japan 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Basel 2013 Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. Quality factor attenuation strong motion network inversion Joshi, A. aut Verma, O. P. aut Enthalten in Pure and applied geophysics Springer Basel, 1964 170(2013), 12 vom: 13. März, Seite 2087-2106 (DE-627)129538353 (DE-600)216719-0 (DE-576)014971038 0033-4553 nnns volume:170 year:2013 number:12 day:13 month:03 pages:2087-2106 https://doi.org/10.1007/s00024-013-0658-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-PHY SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_22 GBV_ILN_40 GBV_ILN_70 GBV_ILN_267 GBV_ILN_601 GBV_ILN_4028 GBV_ILN_4277 AR 170 2013 12 13 03 2087-2106 |
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attenuation tomography based on strong motion data: case study of central honshu region, japan |
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Attenuation Tomography Based on Strong Motion Data: Case Study of Central Honshu Region, Japan |
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Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. © Springer Basel 2013 |
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Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. © Springer Basel 2013 |
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Abstract Three-dimensional frequency dependent S-wave quality factor ($ Q_{β} $(f)) value for the central Honshu region of Japan has been determined in this paper using an algorithm based on inversion of strong motion data. The method of inversion for determination of three-dimensional attenuation coefficients is proposed by Hashida and Shimazaki (J Phys Earth. 32, 299–316, 1984) and has been used and modified by Joshi (Curr Sci. 90, 581–585, 2006; Nat Hazards. 43, 129–146, 2007) and Joshiet al. (J. Seismol. 14, 247–272, 2010). Twenty-one earthquakes digitally recorded on strong motion stations of Kik-net network have been used in this work. The magnitude of these earthquake ranges from 3.1 to 4.2 and depth ranging from 5 to 20 km, respectively. The borehole data having high signal to noise ratio and minimum site effect is used in the present work. The attenuation structure is determined by dividing the entire area into twenty-five three-dimensional blocks of uniform thickness having different frequency-dependent shear wave quality factor. Shear wave quality factor values have been determined at frequencies of 2.5, 7.0 and 10 Hz from record in a rectangular grid defined by 35.4°N to 36.4°N and 137.2°E to 138.2°E. The obtained attenuation structure is compared with the available geological features in the region and comparison shows that the obtained structure is capable of resolving important tectonic features present in the area. The proposed attenuation structure is compared with the probabilistic seismic hazard map of the region and shows that it bears some remarkable similarity in the patterns seen in seismic hazard map. © Springer Basel 2013 |
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