Deterministic seismic hazard assessment close to a gas field in northern Oman
Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
El-Hussain, I. [verfasserIn] Deif, A. [verfasserIn] Mohamed, A. M. E. [verfasserIn] Al-Jabri, K. [verfasserIn] Gareth, B. [verfasserIn] Yaqoup, H. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2014 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Arabian journal of geosciences - Berlin : Springer, 2008, 8(2014), 7 vom: 07. Mai, Seite 4299-4316 |
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| Übergeordnetes Werk: |
volume:8 ; year:2014 ; number:7 ; day:07 ; month:05 ; pages:4299-4316 |
| Links: |
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| DOI / URN: |
10.1007/s12517-014-1388-9 |
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| Katalog-ID: |
SPR025948296 |
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| 520 | |a Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. | ||
| 650 | 4 | |a Induced seismicity |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Deterministic seismic hazard |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Oman |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Deif, A. |e verfasserin |4 aut | |
| 700 | 1 | |a Mohamed, A. M. E. |e verfasserin |4 aut | |
| 700 | 1 | |a Al-Jabri, K. |e verfasserin |4 aut | |
| 700 | 1 | |a Gareth, B. |e verfasserin |4 aut | |
| 700 | 1 | |a Yaqoup, H. |e verfasserin |4 aut | |
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10.1007/s12517-014-1388-9 doi (DE-627)SPR025948296 (SPR)s12517-014-1388-9-e DE-627 ger DE-627 rakwb eng 550 ASE El-Hussain, I. verfasserin aut Deterministic seismic hazard assessment close to a gas field in northern Oman 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. Induced seismicity (dpeaa)DE-He213 Deterministic seismic hazard (dpeaa)DE-He213 Oman (dpeaa)DE-He213 Deif, A. verfasserin aut Mohamed, A. M. E. verfasserin aut Al-Jabri, K. verfasserin aut Gareth, B. verfasserin aut Yaqoup, H. verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 8(2014), 7 vom: 07. Mai, Seite 4299-4316 (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:8 year:2014 number:7 day:07 month:05 pages:4299-4316 https://dx.doi.org/10.1007/s12517-014-1388-9 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_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 AR 8 2014 7 07 05 4299-4316 |
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10.1007/s12517-014-1388-9 doi (DE-627)SPR025948296 (SPR)s12517-014-1388-9-e DE-627 ger DE-627 rakwb eng 550 ASE El-Hussain, I. verfasserin aut Deterministic seismic hazard assessment close to a gas field in northern Oman 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. Induced seismicity (dpeaa)DE-He213 Deterministic seismic hazard (dpeaa)DE-He213 Oman (dpeaa)DE-He213 Deif, A. verfasserin aut Mohamed, A. M. E. verfasserin aut Al-Jabri, K. verfasserin aut Gareth, B. verfasserin aut Yaqoup, H. verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 8(2014), 7 vom: 07. Mai, Seite 4299-4316 (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:8 year:2014 number:7 day:07 month:05 pages:4299-4316 https://dx.doi.org/10.1007/s12517-014-1388-9 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_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 AR 8 2014 7 07 05 4299-4316 |
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10.1007/s12517-014-1388-9 doi (DE-627)SPR025948296 (SPR)s12517-014-1388-9-e DE-627 ger DE-627 rakwb eng 550 ASE El-Hussain, I. verfasserin aut Deterministic seismic hazard assessment close to a gas field in northern Oman 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. Induced seismicity (dpeaa)DE-He213 Deterministic seismic hazard (dpeaa)DE-He213 Oman (dpeaa)DE-He213 Deif, A. verfasserin aut Mohamed, A. M. E. verfasserin aut Al-Jabri, K. verfasserin aut Gareth, B. verfasserin aut Yaqoup, H. verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 8(2014), 7 vom: 07. Mai, Seite 4299-4316 (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:8 year:2014 number:7 day:07 month:05 pages:4299-4316 https://dx.doi.org/10.1007/s12517-014-1388-9 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_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 AR 8 2014 7 07 05 4299-4316 |
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10.1007/s12517-014-1388-9 doi (DE-627)SPR025948296 (SPR)s12517-014-1388-9-e DE-627 ger DE-627 rakwb eng 550 ASE El-Hussain, I. verfasserin aut Deterministic seismic hazard assessment close to a gas field in northern Oman 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. Induced seismicity (dpeaa)DE-He213 Deterministic seismic hazard (dpeaa)DE-He213 Oman (dpeaa)DE-He213 Deif, A. verfasserin aut Mohamed, A. M. E. verfasserin aut Al-Jabri, K. verfasserin aut Gareth, B. verfasserin aut Yaqoup, H. verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 8(2014), 7 vom: 07. Mai, Seite 4299-4316 (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:8 year:2014 number:7 day:07 month:05 pages:4299-4316 https://dx.doi.org/10.1007/s12517-014-1388-9 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_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 AR 8 2014 7 07 05 4299-4316 |
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10.1007/s12517-014-1388-9 doi (DE-627)SPR025948296 (SPR)s12517-014-1388-9-e DE-627 ger DE-627 rakwb eng 550 ASE El-Hussain, I. verfasserin aut Deterministic seismic hazard assessment close to a gas field in northern Oman 2014 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. Induced seismicity (dpeaa)DE-He213 Deterministic seismic hazard (dpeaa)DE-He213 Oman (dpeaa)DE-He213 Deif, A. verfasserin aut Mohamed, A. M. E. verfasserin aut Al-Jabri, K. verfasserin aut Gareth, B. verfasserin aut Yaqoup, H. verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 8(2014), 7 vom: 07. Mai, Seite 4299-4316 (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:8 year:2014 number:7 day:07 month:05 pages:4299-4316 https://dx.doi.org/10.1007/s12517-014-1388-9 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_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 AR 8 2014 7 07 05 4299-4316 |
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Enthalten in Arabian journal of geosciences 8(2014), 7 vom: 07. Mai, Seite 4299-4316 volume:8 year:2014 number:7 day:07 month:05 pages:4299-4316 |
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El-Hussain, I. @@aut@@ Deif, A. @@aut@@ Mohamed, A. M. E. @@aut@@ Al-Jabri, K. @@aut@@ Gareth, B. @@aut@@ Yaqoup, H. @@aut@@ |
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Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Induced seismicity</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Deterministic seismic hazard</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Oman</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Deif, A.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Mohamed, A. M. 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El-Hussain, I. |
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El-Hussain, I. ddc 550 misc Induced seismicity misc Deterministic seismic hazard misc Oman Deterministic seismic hazard assessment close to a gas field in northern Oman |
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550 ASE Deterministic seismic hazard assessment close to a gas field in northern Oman Induced seismicity (dpeaa)DE-He213 Deterministic seismic hazard (dpeaa)DE-He213 Oman (dpeaa)DE-He213 |
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ddc 550 misc Induced seismicity misc Deterministic seismic hazard misc Oman |
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ddc 550 misc Induced seismicity misc Deterministic seismic hazard misc Oman |
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ddc 550 misc Induced seismicity misc Deterministic seismic hazard misc Oman |
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Deterministic seismic hazard assessment close to a gas field in northern Oman |
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Deterministic seismic hazard assessment close to a gas field in northern Oman |
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El-Hussain, I. |
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Arabian journal of geosciences |
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El-Hussain, I. Deif, A. Mohamed, A. M. E. Al-Jabri, K. Gareth, B. Yaqoup, H. |
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deterministic seismic hazard assessment close to a gas field in northern oman |
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Deterministic seismic hazard assessment close to a gas field in northern Oman |
| abstract |
Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. |
| abstractGer |
Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. |
| abstract_unstemmed |
Abstract The Northern Oman region has one of the most important on-land gas reservoirs in Oman, which has been exploited since 1979. Earthquakes with small magnitude and shallow depth that have been induced by gas exploitation were proved to cause light damage to structures on gas and gas fields in the region. Therefore, a long-term (unfortunately intermittent) monitoring program for the seismicity of this area was started in 1999 in order to contribute to the seismic risk reduction. The main aim of the current study is to conduct a deterministic seismic hazard assessment in order to provide the maximum ground-motion spectra at 12 selected sites inside the area of interest and to recommend the elastic design response spectra of any intended structures at each of the selected sites. The 5 % critical damping spectra were calculated at the median and 84th percentile levels. The site effect considered in all the used ground-motion prediction equations was evaluated based upon the value of the average shear-wave velocity in the upper most 30 m (VS30) at each of the selected 12 sites. Shear-wave velocity (Vs) was evaluated using the multichannel analysis of surface waves. The 12 sites were investigated with survey lines of 40 m length. 1-D and interpolated 2-D shear-wave velocity profiles have been generated up to a depth range of 25–40 m. The median PGA ranges from 54 cm/$ s^{2} $ at site no. 4 to 72 cm/$ s^{2} $ at site no. 9, which resulted from an earthquake with magnitude 3.6 at 4.45 and 2.92 km distance respectively from the interested sites. High frequency ground motions are found to be controlled by nearby seismic zones, whereas the low frequency ones are controlled by the distant western Makran large magnitude earthquakes. Finally, the hazard results were used to calculate the elastic design response spectra at each site of interest. |
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| title_short |
Deterministic seismic hazard assessment close to a gas field in northern Oman |
| url |
https://dx.doi.org/10.1007/s12517-014-1388-9 |
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| author2 |
Deif, A. Mohamed, A. M. E. Al-Jabri, K. Gareth, B. Yaqoup, H. |
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Deif, A. Mohamed, A. M. E. Al-Jabri, K. Gareth, B. Yaqoup, H. |
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| doi_str |
10.1007/s12517-014-1388-9 |
| up_date |
2024-07-03T17:55:40.986Z |
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| score |
7.400522 |