A multi-level study for the seismic microzonation of the Western area of Naples (Italy)

Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex g...
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Gespeichert in:

Autor*in:	Licata, Valeria [verfasserIn] Forte, Giovanni [verfasserIn] d’Onofrio, Anna [verfasserIn] Santo, Antonio [verfasserIn] Silvestri, Francesco [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	Seismic microzonation Soil characterization Seismic response analyses Pyroclastic soils Phlegraean fields

Übergeordnetes Werk:	Enthalten in: Bulletin of earthquake engineering - Dordrecht : Springer Science + Business Media B.V., 2003, 17(2019), 9 vom: 15. Juni, Seite 4711-4741
Übergeordnetes Werk:	volume:17 ; year:2019 ; number:9 ; day:15 ; month:06 ; pages:4711-4741

Links:	Volltext

DOI / URN:	10.1007/s10518-019-00665-6

Katalog-ID:	SPR010768378

Internformat


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520			\|a Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering.
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650		4	\|a Soil characterization \|7 (dpeaa)DE-He213
650		4	\|a Seismic response analyses \|7 (dpeaa)DE-He213
650		4	\|a Pyroclastic soils \|7 (dpeaa)DE-He213
650		4	\|a Phlegraean fields \|7 (dpeaa)DE-He213
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700	1		\|a Silvestri, Francesco \|e verfasserin \|4 aut
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allfields	10.1007/s10518-019-00665-6 doi (DE-627)SPR010768378 (SPR)s10518-019-00665-6-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Licata, Valeria verfasserin aut A multi-level study for the seismic microzonation of the Western area of Naples (Italy) 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering. Seismic microzonation (dpeaa)DE-He213 Soil characterization (dpeaa)DE-He213 Seismic response analyses (dpeaa)DE-He213 Pyroclastic soils (dpeaa)DE-He213 Phlegraean fields (dpeaa)DE-He213 Forte, Giovanni verfasserin aut d’Onofrio, Anna verfasserin aut Santo, Antonio verfasserin aut Silvestri, Francesco verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 17(2019), 9 vom: 15. Juni, Seite 4711-4741 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:17 year:2019 number:9 day:15 month:06 pages:4711-4741 https://dx.doi.org/10.1007/s10518-019-00665-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 17 2019 9 15 06 4711-4741
spelling	10.1007/s10518-019-00665-6 doi (DE-627)SPR010768378 (SPR)s10518-019-00665-6-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Licata, Valeria verfasserin aut A multi-level study for the seismic microzonation of the Western area of Naples (Italy) 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering. Seismic microzonation (dpeaa)DE-He213 Soil characterization (dpeaa)DE-He213 Seismic response analyses (dpeaa)DE-He213 Pyroclastic soils (dpeaa)DE-He213 Phlegraean fields (dpeaa)DE-He213 Forte, Giovanni verfasserin aut d’Onofrio, Anna verfasserin aut Santo, Antonio verfasserin aut Silvestri, Francesco verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 17(2019), 9 vom: 15. Juni, Seite 4711-4741 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:17 year:2019 number:9 day:15 month:06 pages:4711-4741 https://dx.doi.org/10.1007/s10518-019-00665-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 17 2019 9 15 06 4711-4741
allfields_unstemmed	10.1007/s10518-019-00665-6 doi (DE-627)SPR010768378 (SPR)s10518-019-00665-6-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Licata, Valeria verfasserin aut A multi-level study for the seismic microzonation of the Western area of Naples (Italy) 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering. Seismic microzonation (dpeaa)DE-He213 Soil characterization (dpeaa)DE-He213 Seismic response analyses (dpeaa)DE-He213 Pyroclastic soils (dpeaa)DE-He213 Phlegraean fields (dpeaa)DE-He213 Forte, Giovanni verfasserin aut d’Onofrio, Anna verfasserin aut Santo, Antonio verfasserin aut Silvestri, Francesco verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 17(2019), 9 vom: 15. Juni, Seite 4711-4741 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:17 year:2019 number:9 day:15 month:06 pages:4711-4741 https://dx.doi.org/10.1007/s10518-019-00665-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 17 2019 9 15 06 4711-4741
allfieldsGer	10.1007/s10518-019-00665-6 doi (DE-627)SPR010768378 (SPR)s10518-019-00665-6-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Licata, Valeria verfasserin aut A multi-level study for the seismic microzonation of the Western area of Naples (Italy) 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering. Seismic microzonation (dpeaa)DE-He213 Soil characterization (dpeaa)DE-He213 Seismic response analyses (dpeaa)DE-He213 Pyroclastic soils (dpeaa)DE-He213 Phlegraean fields (dpeaa)DE-He213 Forte, Giovanni verfasserin aut d’Onofrio, Anna verfasserin aut Santo, Antonio verfasserin aut Silvestri, Francesco verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 17(2019), 9 vom: 15. Juni, Seite 4711-4741 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:17 year:2019 number:9 day:15 month:06 pages:4711-4741 https://dx.doi.org/10.1007/s10518-019-00665-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 17 2019 9 15 06 4711-4741
allfieldsSound	10.1007/s10518-019-00665-6 doi (DE-627)SPR010768378 (SPR)s10518-019-00665-6-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Licata, Valeria verfasserin aut A multi-level study for the seismic microzonation of the Western area of Naples (Italy) 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering. Seismic microzonation (dpeaa)DE-He213 Soil characterization (dpeaa)DE-He213 Seismic response analyses (dpeaa)DE-He213 Pyroclastic soils (dpeaa)DE-He213 Phlegraean fields (dpeaa)DE-He213 Forte, Giovanni verfasserin aut d’Onofrio, Anna verfasserin aut Santo, Antonio verfasserin aut Silvestri, Francesco verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 17(2019), 9 vom: 15. Juni, Seite 4711-4741 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:17 year:2019 number:9 day:15 month:06 pages:4711-4741 https://dx.doi.org/10.1007/s10518-019-00665-6 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_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_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 17 2019 9 15 06 4711-4741
language	English
source	Enthalten in Bulletin of earthquake engineering 17(2019), 9 vom: 15. Juni, Seite 4711-4741 volume:17 year:2019 number:9 day:15 month:06 pages:4711-4741
sourceStr	Enthalten in Bulletin of earthquake engineering 17(2019), 9 vom: 15. Juni, Seite 4711-4741 volume:17 year:2019 number:9 day:15 month:06 pages:4711-4741
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Seismic microzonation Soil characterization Seismic response analyses Pyroclastic soils Phlegraean fields
dewey-raw	550
isfreeaccess_bool	false
container_title	Bulletin of earthquake engineering
authorswithroles_txt_mv	Licata, Valeria @@aut@@ Forte, Giovanni @@aut@@ d’Onofrio, Anna @@aut@@ Santo, Antonio @@aut@@ Silvestri, Francesco @@aut@@
publishDateDaySort_date	2019-06-15T00:00:00Z
hierarchy_top_id	359787797
dewey-sort	3550
id	SPR010768378
language_de	englisch
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author	Licata, Valeria
spellingShingle	Licata, Valeria ddc 550 bkl 38.38 bkl 56.11 misc Seismic microzonation misc Soil characterization misc Seismic response analyses misc Pyroclastic soils misc Phlegraean fields A multi-level study for the seismic microzonation of the Western area of Naples (Italy)
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topic_title	550 ASE 38.38 bkl 56.11 bkl A multi-level study for the seismic microzonation of the Western area of Naples (Italy) Seismic microzonation (dpeaa)DE-He213 Soil characterization (dpeaa)DE-He213 Seismic response analyses (dpeaa)DE-He213 Pyroclastic soils (dpeaa)DE-He213 Phlegraean fields (dpeaa)DE-He213
topic	ddc 550 bkl 38.38 bkl 56.11 misc Seismic microzonation misc Soil characterization misc Seismic response analyses misc Pyroclastic soils misc Phlegraean fields
topic_unstemmed	ddc 550 bkl 38.38 bkl 56.11 misc Seismic microzonation misc Soil characterization misc Seismic response analyses misc Pyroclastic soils misc Phlegraean fields
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title	A multi-level study for the seismic microzonation of the Western area of Naples (Italy)
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title_full	A multi-level study for the seismic microzonation of the Western area of Naples (Italy)
author_sort	Licata, Valeria
journal	Bulletin of earthquake engineering
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author_browse	Licata, Valeria Forte, Giovanni d’Onofrio, Anna Santo, Antonio Silvestri, Francesco
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author-letter	Licata, Valeria
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title_sort	multi-level study for the seismic microzonation of the western area of naples (italy)
title_auth	A multi-level study for the seismic microzonation of the Western area of Naples (Italy)
abstract	Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering.
abstractGer	Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering.
abstract_unstemmed	Abstract This paper shows the results of a multidisciplinary research aimed at defining the seismic microzonation of the district Bagnoli–Fuorigrotta in the Western part of Naples metropolitan area, which is subjected to a significant urban requalification project. The area is located in a complex geological setting within an active volcanic field and seismic hazard is characterized by both tectonic and volcanic seismicity, which frequently affected the urban setting. Following the recommendations of National and International Guidelines, the microzonation of the area was carried out adopting a multi-level approach. The maps obtained by applying Grade I and II approaches were the starting points for the numerical prediction of the site response carried out within the Grade III approach. The results of linear and non-linear dynamic analyses were synthesized in terms of amplification factors of peak ground acceleration at surface, PGA, and Housner Intensity, this latter computed through two different period ranges, i.e. 0.1–0.5 s and 0.7–2 s. The above factors were finally mapped adopting a rational approach to extend the local values of the surface amplification to broader areas. The results of the dynamic analyses highlighted that the seismic response of the whole area is highly affected by soil non-linearity and that the amplification of the ground motion mainly depends on the depth of the seismic bedrock, rather than on the local variability of shallow soil layering.
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title_short	A multi-level study for the seismic microzonation of the Western area of Naples (Italy)
url	https://dx.doi.org/10.1007/s10518-019-00665-6
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author2	Forte, Giovanni d’Onofrio, Anna Santo, Antonio Silvestri, Francesco
author2Str	Forte, Giovanni d’Onofrio, Anna Santo, Antonio Silvestri, Francesco
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doi_str	10.1007/s10518-019-00665-6
up_date	2024-07-03T18:10:50.682Z
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A multi-level study for the seismic microzonation of the Western area of Naples (Italy)

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