Lopez Hidalgo et al 2022b - Revision history

Rimni at 13:48, 28 September 2022

2022-09-28T13:48:17Z

Rimni: /* References */

2022-09-28T12:28:32Z

‎References

Rimni at 12:20, 28 September 2022

2022-09-28T12:20:45Z

Rimni at 12:05, 28 September 2022

2022-09-28T12:05:47Z

Rimni at 12:05, 28 September 2022

2022-09-28T12:05:03Z

Rimni at 11:59, 28 September 2022

2022-09-28T11:59:31Z

Rimni: /* References */

2022-09-28T11:57:32Z

‎References

Rimni at 11:56, 28 September 2022

2022-09-28T11:56:45Z

Rimni: /* References */

2022-09-28T11:29:48Z

‎References

Rimni: /* References */

2022-09-28T11:16:09Z

‎References

@@ Line 606: / Line 606: @@
 Adra town, with around 20,000 inhabitants [20], an urban area of 3.0 km<sup>2</sup>, and 3,600 buildings [19], is located in the SW of Almería province (SE Spain). According to the new seismic hazard map of Spain [23], this region is one of the most hazardous seismic areas with an estimated PGA at rock of 0.19g and 0.24g for 475 and 975 years return period, respectively. The presence of active local Quaternary faults close to the urban area (e.g. [49,50]) can generate catastrophic damage, even for moderate earthquakes, as revealed the 2011 Lorca earthquake of 5.2 <math>M_w</math> scale [5,16].
-SISMOTOOL has been used to compute the shakemap and damage scenario in Adra town assuming a repetition of the 1910 offshore Adra earthquake (M<sub>w</sub> 6.3; focal depth 16 km; latitude: 36.58 N; longitude: 3.08 W; Adra fault). This earthquake generated a macroseismic intensity VII-VIII (EMS-98 scale [1]) in the town [2].
+SISMOTOOL has been used to compute the shakemap and damage scenario in Adra town assuming a repetition of the 1910 offshore Adra earthquake (<math>M_w</math> 6.3; focal depth 16 km; latitude: 36.58 N; longitude: 3.08 W; Adra fault). This earthquake generated a macroseismic intensity VII-VIII (EMS-98 scale [1]) in the town [2].
 To perform a validation test, the results obtained by SISMOTOOL have been compared with other results of <math>Vs30</math> [50], shakemap [51] and damage scenario [43] obtained for Adra town by using the same earthquake scenario (1910 Adra earthquake) and different methodologies.

@@ Line 926: / Line 926: @@
 [48] Sanz de Galdeano C., Lopez-Casado C., Delgado J., Peinado M.A. Shallow seismicity and active faults in the Betic Cordillera. A preliminary approach to seismic sources associated with specific faults. Tectonophysics, 248:293-302, 1995.
-[49] García-Mayordomo J., Insua-Arévalo J.M., Martínez-Díaz J.J., Jiménez-Díaz A., Martín-Banda R., Martín-Alfageme S., Álvarez-Gómez J.A., Rodríguez-Peces M., Pérez-López R., Rodríguez-Pascua M.A., Masana E., Perea H., Martín-González F., Giner-Robles J., Nemser E.S., Cabral J. and the QAFI Compilers Working Group. The quaternary faults DB of Iberia (QAFI v.2.0), [http://info.igme.es/qafi/Docs/QAFI_v.2_Journal_of_Iberian_Geology_38(1)2012_285-302.pdf Journal of Iberian Geology  2012, 38(1), 285-302.]
+[49] García-Mayordomo J., Insua-Arévalo J.M., Martínez-Díaz J.J., Jiménez-Díaz A., Martín-Banda R., Martín-Alfageme S., Álvarez-Gómez J.A., Rodríguez-Peces M., Pérez-López R., Rodríguez-Pascua M.A., Masana E., Perea H., Martín-González F., Giner-Robles J., Nemser E.S., Cabral J. and the QAFI Compilers Working Group. The quaternary faults database of Iberia (QAFI v.2.0). [http://info.igme.es/qafi/Docs/QAFI_v.2_Journal_of_Iberian_Geology_38(1)2012_285-302.pdf] Journal of Iberian Geology, 38(1):285-302,  2012.
 [50] Martínez-Pagán P., Navarro M., Pérez-Cuevas J., Alcalá F.J., García-Jerez A., Vidal F. Shear-wave velocity structure from MASW and SPAC methods: The case of Adra town, SE Spain. Near Surface Geophysics, 16:356-371, 2018.
@@ Line 934: / Line 934: @@
 [52]  [dataset] Aldaya F., Baena J., Ewert K., Granados L.F., Pan-Arana T., Fernández-Luanco M.C., Ruiz P. Instituto Geológico y Minero de España (IGME). Mapa geológico de España a escala 1:50000 1983. Hoja 1057, Adra, 2003. Available online: [http://info.igme.es/cartografiadigital/geologica http://info.igme.es/cartografiadigital/geologica] (accessed on 1 June 2019).
-[53] Alcalá-García F.J., Espinosa J., Navarro M., Sánchez F.J. Proposal of regional geologic division of Adra town (province of Almería). Application to the seismic zonation. Revista Sociedad Geológica España, 15:55–66,  2002.
+[53] Alcalá-García F.J., Espinosa J., Navarro M., Sánchez F.J. Proposal of regional geologic division of Adra town (province of Almería). Application to the seismic zonation. Revista Sociedad Geológica España, 15:55–66, 2002.
 [54] Martínez-Pagán P., Navarro M., Pérez-Cuevas J., Vidal F. Application of SPAC and MASW techniques to earthquake-shaking scenarios. The case of the 1993–1994 Adra earthquakes. Proccedings of the 21st European Meeting of Environmental and Engineering Geophysics-Near Surface Geosciences, Turin, Italy, pp. 1-5, 2015.
@@ Line 940: / Line 940: @@
 [55] Morales J., Benito B., Luján M. Expected ground motion in the south-east of Spain due to an earthquake in the epicentral area of the 1910 Adra earthquake. Journal of Seismology, 7(2):175-192, 2003.
-[56] Morales J., Benito B., Luján M. Simulation of ground motion in south-east of Spain, using strong motion records and historical information. 12th European Conference on Earthquake Engineering. Paper reference 654, London, UK, September 2002.
+[56] Morales J., Benito B., Luján M. Simulation of ground motion in south-east of Spain, using strong motion records and historical information. 12th European Conference on Earthquake Engineering, Paper reference 654, London, UK, September 2002.
 [57] Haldar P., Singh Y., Lang D.H., Paul D.K. Comparison of seismic risk assessment based on macroseismic intensity and spectrum approaches using ‘SeisVARA’. Soil Dynamics and Earthquake Engineering, 48:267-281, 2013.

@@ Line 854: / Line 854: @@
 [12] Molina S., Lang D.H., Lindholm C.D. SELENA. An open-source tool for seismic risk and loss assessment using a logic tree computation procedure. Computers & Geosciences, 36:257-269, 2010.
-[13] Cardona O.D., Ordaz M.G., Reinoso E., Yamín-Lacouture L.E., Barbat H.A. CAPRA - Comprehensive Approach to Probabilistic Risk Assessment: International initiative for risk management effectiveness. 15th World Conference on Earthquake Engineering, Lisboa, pp. 1-10 , 2012.
+[13] Cardona O.D., Ordaz M.G., Reinoso E., Yamín-Lacouture L.E., Barbat H.A. CAPRA - Comprehensive Approach to Probabilistic Risk Assessment: International initiative for risk management effectiveness. 15th World Conference on Earthquake Engineering, Lisboa, pp. 1-10, 2012.
 [14] Sedan O., Negulescu C., Terrier M., Roulle A., Winter T., Bertil D. Armagedom. A tool for seismic risk assessment illustrated with applications. Journal of Earthquake Engineering, 17(2):253-281, 2013.
-[15] Pagani M., Monelli D., Weatherill G., Danciu L., Crowley H., Silva V., Henshaw P., Butler L., Nastasi M., Panzeri L., Simionato M., Vigano D. OpenQuake engine: An open hazard (and risk) software for the global earthquake model. Seismological Research Letters, 85(3):692-702,  2014.
+[15] Pagani M., Monelli D., Weatherill G., Danciu L., Crowley H., Silva V., Henshaw P., Butler L., Nastasi M., Panzeri L., Simionato M., Vigano D. OpenQuake engine: An open hazard (and risk) software for the global earthquake model. Seismological Research Letters, 85(3):692-702, 2014.
 [16] [dataset] Instituto Geográfico Nacional (IGN). Catálogo de terremotos, 2019. Available online: [https://www.ign.es/web/ign/portal/sis-catalogo-terremotos https://www.ign.es/web/ign/portal/sis-catalogo-terremotos] (accessed on 1 June 2019).
@@ Line 870: / Line 870: @@
 [20] [dataset] Instituto Nacional de Estadística (INE). Secciones censales y padrón continuo, 2018. Available online: [https://www.ine.es https://www.ine.es] (accessed on 1 June 2019).
-[21] Ambraseys N.N., Douglas J., Sarma S.K. Equations for the estimation of strong ground motions from shallow crustal earthquakes using data from Europe and the Middle East: Horizontal peak ground acceleration and spectral acceleration. Bulletin of Earthquake Engineering, 3(1):1-53, 2005.
+[21] Ambraseys N.N., Douglas J., Sarma S.K. Equations for the estimation of strong ground motions from shallow crustal earthquakes using data from Europe and the middle east: Horizontal peak ground acceleration and spectral acceleration. Bulletin of Earthquake Engineering, 3(1):1-53, 2005.
-[22] Akkar S., Boomer J.J. Empirical equations for the prediction of PGA, PGV, and spectral accelerations in Europe, the Mediterranean Region, and the Middle East. Seismological Research Letters, 81:195-206, 2010.
+[22] Akkar S., Boomer J.J. Empirical equations for the prediction of PGA, PGV, and spectral accelerations in Europe, the Mediterranean region, and the middle east. Seismological Research Letters, 81:195-206, 2010.
 [23] IGN-UPM Working Group. Actualización de mapas de peligrosidad sísmica de España 2012. Centro Nacional de Información Geográfica, Madrid, España, 2013.
@@ Line 878: / Line 878: @@
 [24] Campbell K.W., Bozorgnia Y. NGA-West2 Campbell-Bozorgnia ground motion model for the horizontal components of PGA, PGV, and 5%-damped elastic pseudo-acceleration response spectra for periods ranging from 0. 01 to 10 sec. Pacific Earthquake Engineering Research Center, University of California, Berkeley, USA, Report 2013/06, 2013.
-[25] Chiou-Brian S.J., Youngs-Robert R. Update of the Chiou and Youngs NGA ground motion model for average horizontal component of peak ground motion and response spectra. Earthquake Spectra, 30(3):1117-1153,  2014.
+[25] Chiou-Brian S.J., Youngs-Robert R. Update of the Chiou and Youngs NGA ground motion model for average horizontal component of peak ground motion and response spectra. Earthquake Spectra, 30(3):1117-1153, 2014.
 [26] EN 1998-5: 2004. Eurocode 8: Design of structures for earthquake resistance. Part 5: Foundations, retaining structures and geotechnical aspects. European Committee for Standardization, 2004.
@@ Line 896: / Line 896: @@
 [33] Lagomarsino S., Giovinazzi S. Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bulletin of Earthquake Engineering, 4:415-443, 2006.
-[34] Federal Emergency Management Agency (FEMA). In: HAZUS®MH 2.1: Multi-hazard loss estimation methodology maintenance. Technical and User Manuals. Federal Emergency Management Agency, Washington DC, pp. 718, 2013.
+[34] Federal Emergency Management Agency (FEMA). In: HAZUS®MH 2.1: Multi-hazard loss estimation methodology maintenance. Technical and user manuals. Federal Emergency Management Agency, Washington DC, pp. 718, 2013.
 [35] Federal Emergency Management Agency (FEMA). Improvement of non linear static seismic analysis procedures. Federal Emergency Management Agency, Washington DC, pp. 392, 2005.
@@ Line 910: / Line 910: @@
 [40] Crespo M.J., Benjumea B., Moratalla J.M., Lacoma L., Macau A., González A., Gutiérrez F., Stafford P.J. A proxy-based model for estimating <math>V_{S30}</math> in the Iberian Peninsula. Soil Dynamics and Earthquake Engineering, 155:107165,  2022.
-[41] Navarro M., Oda Y., Martínez-Segura M., Enomoto T.,  García-Jerez A., López F. Vs30 structure of Murcia city (Southeast of Spain) derived from Mini-array observations, MASW measurements and the topographic slope method. Proceeding of the 17th World Conference on Earthquake Engineering, Sendai, Japan, pp. 12, 2021.
+[41] Navarro M., Oda Y., Martínez-Segura M., Enomoto T.,  García-Jerez A., López F. Vs30 structure of Murcia city (Southeast of Spain) derived from mini-array observations, MASW measurements and the topographic slope method. Proceeding of the 17th World Conference on Earthquake Engineering, Sendai, Japan, pp. 12, 2021.
 [42] López F., Navarro M., Martínez-Pagán P., García-Jerez A., Pérez-Cuevas J., Enomoto T. Statistical analysis of the Vs30 structure of Almeria city (Southeast of Spain) inferred from topographic slope method. Proceeding of the online 14th SEGJ International Symposium, pp. 4, 2021.
-[43] Molina S., Navarro M., Martínez-Pagán P., Pérez-Cuevas J., Vidal F., Navarro D., Agea-Medina N. Potential damage and losses in a repeat of the 1910 Adra (Southern Spain) earthquake. Springer Science+Business Media B.V., Natural Hazard, 92(3):1547-1571, 2018.
+[43] Molina S., Navarro M., Martínez-Pagán P., Pérez-Cuevas J., Vidal F., Navarro D., Agea-Medina N. Potential damage and losses in a repeat of the 1910 Adra (Southern Spain) earthquake. Natural Hazards, 92(3):1547-1571, 2018.
-[44] Navarro M., Vidal F., Feriche M., Enomoto T., Sánchez F.J., Matsuda I. Expected ground RC buildings structures resonance phenomena in Granada city (southern Spain). 13th World Conference on Earthquake Engineering, Paper No. 3308, Vancouver, B.C., Canada, August 1-6, 2004.
+[44] Navarro M., Vidal F., Feriche M., Enomoto T., Sánchez F.J., Matsuda I. Expected ground RC buildings structures resonance phenomena in Granada city (Southern Spain). 13th World Conference on Earthquake Engineering, Paper No. 3308, Vancouver B.C., Canada, August 1-6, 2004.
 [45] Oliveira C.S., Navarro M. Fundamental periods of vibration of RC buildings in Portugal from in-situ experimental and numerical techniques. Bulletin of Earthquake Engineering, 8:609-642, 2010.
@@ Line 926: / Line 926: @@
 [48] Sanz de Galdeano C., Lopez-Casado C., Delgado J., Peinado M.A. Shallow seismicity and active faults in the Betic Cordillera. A preliminary approach to seismic sources associated with specific faults. Tectonophysics, 248:293-302, 1995.
-[49] García-Mayordomo J., Insua-Arévalo J.M., Martínez-Díaz J.J., Jiménez-Díaz A., Martín-Banda R., Martín-Alfageme S., Álvarez-Gómez J.A., Rodríguez-Peces M., Pérez-López R., Rodríguez-Pascua M.A., Masana E., Perea H., Martín-González F., Giner-Robles J., Nemser E.S., Cabral J. and the QAFI Compilers Working Group. The quaternary faults DB of Iberia (QAFI v.2.0). [http://info.igme.es/qafi/Docs/QAFI_v.2_Journal_of_Iberian_Geology_38(1)2012_285-302.pdf Journal of Iberian Geology  2012, 38(1), 285-302.]
+[49] García-Mayordomo J., Insua-Arévalo J.M., Martínez-Díaz J.J., Jiménez-Díaz A., Martín-Banda R., Martín-Alfageme S., Álvarez-Gómez J.A., Rodríguez-Peces M., Pérez-López R., Rodríguez-Pascua M.A., Masana E., Perea H., Martín-González F., Giner-Robles J., Nemser E.S., Cabral J. and the QAFI Compilers Working Group. The quaternary faults DB of Iberia (QAFI v.2.0), [http://info.igme.es/qafi/Docs/QAFI_v.2_Journal_of_Iberian_Geology_38(1)2012_285-302.pdf Journal of Iberian Geology  2012, 38(1), 285-302.]
 [50] Martínez-Pagán P., Navarro M., Pérez-Cuevas J., Alcalá F.J., García-Jerez A., Vidal F. Shear-wave velocity structure from MASW and SPAC methods: The case of Adra town, SE Spain. Near Surface Geophysics, 16:356-371, 2018.

@@ Line 848: / Line 848: @@
 [9] Dirección General de Protección Civil, Instituto Geográfico Nacional. Estimación rápida preliminar de daños potenciales en España por terremotos: Simulación de Escenarios Sísmicos (SES 2002), 2002.
-[10] Federal Emergency Management Agency (FEMA). In: HAZUS®99: Earthquake Loss Estimation Methodology, User Manual. Federal Emergency Management Agency, Washington DC, pp. 314, 1999.
+[10] Federal Emergency Management Agency (FEMA). In: HAZUS®99: Earthquake loss estimation methodology. User Manual. Federal Emergency Management Agency, Washington DC, pp. 314, 1999.
 [11] Anagnostopoulos S., Providakisb S., Salvaneschic P., Athanasopoulosa G., Bonacinad G. SEISMOCARE: An efficient GIS tool for scenario-type investigations of seismic risk of existing cities. Journal of Soil Dynamics and Earthquake Engineering, 28:73-78, 2008.

@@ Line 846: / Line 846: @@
 [8] Alguacil G., Vidal F., Navarro M., García-Jerez A., Pérez-Muelas J. Characterization of earthquake shaking severity in the town of Lorca during the May 11, 2011 event. Bulletin of Earthquake Engineering, 12(5):1889-1908, 2014.
-[9] Dirección General de Protección Civil, Instituto Geográfico Nacional. Estimación rápida preliminar de daños potenciales en España por terremotos: Simulación de Escenarios Sísmicos (SES 2002).
+[9] Dirección General de Protección Civil, Instituto Geográfico Nacional. Estimación rápida preliminar de daños potenciales en España por terremotos: Simulación de Escenarios Sísmicos (SES 2002), 2002.
 [10] Federal Emergency Management Agency (FEMA). In: HAZUS®99: Earthquake Loss Estimation Methodology, User Manual. Federal Emergency Management Agency, Washington DC, pp. 314, 1999.

@@ Line 838: / Line 838: @@
 [4] Navarro M., Vidal F., Enomoto T., Alcalá F.J., Sánchez F.J., Abeki N. Analysis of site effects weightiness on RC building seismic response. The Adra (SE Spain) example. Earthquake Engineering and Structural Dynamics, 36:1363-1383, 2007.
-[5] Navarro M., García-Jerez J.A., Alcalá F.J., Vidal F., Enomoto T. Local Site Effect Microzonation of Lorca town (southern Spain). Bulletin of Earthquake Engineering, 12(5):1933-1959, 2014.
+[5] Navarro M., García-Jerez J.A., Alcalá F.J., Vidal F., Enomoto T. Local site effect microzonation of Lorca town (southern Spain). Bulletin of Earthquake Engineering, 12(5):1933-1959, 2014.
 [6] Benito B., Capote R., Murphy P., Gaspar-Escribano J.M., Martinez-Diaz J.J., Tsige M. et al. An overview of the damaging and low magnitude Mw 4.8 La Paca earthquake on 29 January 2005: Context, seismotectonics, and seismic risk implications for southeast Spain. Bulletin of the Seismological Society of America, 97(3):671-690, 2007.

@@ Line 830: / Line 830: @@
 <div class="auto" style="text-align: left;width: auto; margin-left: auto; margin-right: auto;font-size: 85%;">
-[1] Grünthal G. European macroseismic scale. Cahiers du Centre Européen de Géodynamique et de Séismologie, Luxembourg,  27:1-99, 1998.
+[1] Grünthal G. European macroseismic scale. Cahiers du Centre Européen de Géodynamique et de Séismologie, Luxembourg,  27, pp. 99, 1998.
 [2] Vidal F. Sismotectónica de la región Béticas-Mar de Albarán. Tesis Doctoral, Universidad de Granada, Granada, España, 1986.

@@ Line 938: / Line 938: @@
 [54] Martínez-Pagán P., Navarro M., Pérez-Cuevas J., Vidal F. Application of SPAC and MASW techniques to earthquake-shaking scenarios. The case of the 1993–1994 Adra earthquakes. Proccedings of the 21st European Meeting of Environmental and Engineering Geophysics-Near Surface Geosciences, Turin, Italy, pp. 1-5, 2015.
-[55] Morales, J., Benito, B., Luján, M. Expected ground motion in the south-east of Spain due to an earthquake in the epicentral area of the 1910 Adra earthquake. Journal of Seismology 2003, 7(2), 175-192.
+[55] Morales J., Benito B., Luján M. Expected ground motion in the south-east of Spain due to an earthquake in the epicentral area of the 1910 Adra earthquake. Journal of Seismology, 7(2):175-192, 2003.
-[56] Morales, J., Benito, B., Luján, M. Simulation of ground motion in south-east of Spain, using strong motion records and historical information. 12th European Conference on Earthquake Engineering. Paper reference 654, London, UK, September 2002.
+[56] Morales J., Benito B., Luján M. Simulation of ground motion in south-east of Spain, using strong motion records and historical information. 12th European Conference on Earthquake Engineering. Paper reference 654, London, UK, September 2002.
-−
-[57] Haldar, P., Singh, Y., Lang, D.H., Paul, D.K. Comparison of seismic risk assessment based on macroseismic intensity and spectrum approaches using ‘SeisVARA’. Soil Dynamics and Earthquake Engineering 2013, 48, 267-281.
 <!--
 '''List of number of columns of the figures and graphic program used to create them:'''
 Figure 1: 2-column. Created with ArcGis.
 Figure 2: 2-column. Created with ArcGis.
 Figure 3: 2-column. Created with MSOffice.
 Figure 4: 2-column. Created with ArcGis.
 Figure 5: 2-column. Created with ArcGis.
 Figure 6: single-column. Created with MSOffice.
 Figure 7: 2-column .Created with ArcGis.
 Figure 8: 1.5-column. Created with ArcGis.
 Figure 9: 2-column. Created with ArcGis.
 Figure 10: 2-column. Created with ArcGis.
 Figure 11: 2-column. Created with ArcGis.
 Figure 12: single-column. Created with MSOffice.
 Figure 13: 2-column. Created with MSOffice.
 Figure 14: 2-column. Created with ArcGis.
 Figure 15: 2-column. Created with ArcGis.
 Figure 16: 2-column. Created with ArcGis.
 Figure 17: 1.5-column. Created with ArcGis.
 Figure 18: 1.5-column. Created with ArcGis.
 Figure 19: 1.5-column. Created with ArcGis.
 Figure 20: 1.5-column. Created with MSOffice.
 Figure 21: 2-column. Created with ArcGis.
 Figure 22: 1.5-column. Created with ArcGis.
 Figure 23: 2-column. Created with ArcGis.
 ==All figures should use colour in printing==

@@ Line 922: / Line 922: @@
 [46] Gallipoli M.R., Mucciarelli M., Šket-Motnikar B., Zupanćić P., Gosar A., Prevolnik S., Herak M., Stipčević J., Herak D., Milutinović Z., Olumćeva T. Empirical estimates of dynamic parameters on a large set of European buildings. Bulletin of Earthquake Engineering, 8:593-607, 2010.
-[47] Vidal, F., Navarro, M., Aranda, C., Enomoto, T. (2014) Changes in dynamic characteristics of Lorca RC buildings from pre- and post-earthquake ambient vibration data. Bulletin of Earthquake Engineering 2014, 12(5), 2095-2110.
+[47] Vidal F., Navarro M., Aranda C., Enomoto T. Changes in dynamic characteristics of Lorca RC buildings from pre- and post-earthquake ambient vibration data. Bulletin of Earthquake Engineering, 12(5):2095-2110, 2014.
-[48] Sanz de Galdeano, C., Lopez-Casado, C., Delgado, J., Peinado, M.A. Shallow seismicity and active faults in the Betic Cordillera. A preliminary approach to seismic sources associated with specific faults. Tectonophysics 1995, 248, 293-302.
+[48] Sanz de Galdeano C., Lopez-Casado C., Delgado J., Peinado M.A. Shallow seismicity and active faults in the Betic Cordillera. A preliminary approach to seismic sources associated with specific faults. Tectonophysics, 248:293-302, 1995.
-[49] García-Mayordomo, J., Insua-Arévalo, J.M., Martínez-Díaz, J.J., Jiménez-Díaz, A., Martín-Banda, R., Martín-Alfageme, S., Álvarez-Gómez, J.A., Rodríguez-Peces, M., Pérez-López, R., Rodríguez-Pascua, M.A., Masana, E., Perea, H., Martín-González, F., Giner-Robles, J., Nemser, E.S., Cabral, J. and the QAFI Compilers Working Group. The Quaternary Faults DB of Iberia (QAFI v.2.0). [http://info.igme.es/qafi/Docs/QAFI_v.2_Journal_of_Iberian_Geology_38(1)2012_285-302.pdf Journal of Iberian Geology  2012, 38(1), 285-302.]
+[49] García-Mayordomo J., Insua-Arévalo J.M., Martínez-Díaz J.J., Jiménez-Díaz A., Martín-Banda R., Martín-Alfageme S., Álvarez-Gómez J.A., Rodríguez-Peces M., Pérez-López R., Rodríguez-Pascua M.A., Masana E., Perea H., Martín-González F., Giner-Robles J., Nemser E.S., Cabral J. and the QAFI Compilers Working Group. The quaternary faults DB of Iberia (QAFI v.2.0). [http://info.igme.es/qafi/Docs/QAFI_v.2_Journal_of_Iberian_Geology_38(1)2012_285-302.pdf Journal of Iberian Geology  2012, 38(1), 285-302.]
-[50] Martínez-Pagán, P., Navarro, M., Pérez-Cuevas, J., Alcalá, F.J., García-Jerez, A., Vidal, F. Shear-wave velocity structure from MASW and SPAC methods: The case of Adra town, SE Spain. Near Surface Geophysics 2018, 16, 356-371.
+[50] Martínez-Pagán P., Navarro M., Pérez-Cuevas J., Alcalá F.J., García-Jerez A., Vidal F. Shear-wave velocity structure from MASW and SPAC methods: The case of Adra town, SE Spain. Near Surface Geophysics, 16:356-371, 2018.
-[51] Martínez-Pagán, P., Navarro, M., Pérez-Cuevas, J., García-Jerez, A., Alcalá, F.J., Vidal, F. Application of detailed surface Vs structure data to simulated earthquake ground motion scenarios. <br/>The case of the 1910 Adra historic earthquake. SECED 2015 Conference: Earthquake Risk and Engineering towards a Resilient World. Cambridge, UK, July 2015.
+[51] Martínez-Pagán P., Navarro M., Pérez-Cuevas J., García-Jerez A., Alcalá F.J., Vidal F. Application of detailed surface Vs structure data to simulated earthquake ground motion scenarios. The case of the 1910 Adra historic earthquake. SECED 2015 Conference: Earthquake Risk and Engineering towards a Resilient World. Cambridge, UK, July 2015.
-[52]  [dataset] Aldaya, F., Baena, J., Ewert, K., Granados, L.F., Pan-Arana, T., Fernández-Luanco M.C., Ruiz, P. Instituto Geológico y Minero de España (IGME). Mapa Geológico de España a escala 1:50000 1983. Hoja 1057, Adra. Available online: [http://info.igme.es/cartografiadigital/geologica http://info.igme.es/cartografiadigital/geologica] (accessed on 1 June 2019).
+[52]  [dataset] Aldaya F., Baena J., Ewert K., Granados L.F., Pan-Arana T., Fernández-Luanco M.C., Ruiz P. Instituto Geológico y Minero de España (IGME). Mapa geológico de España a escala 1:50000 1983. Hoja 1057, Adra, 2003. Available online: [http://info.igme.es/cartografiadigital/geologica http://info.igme.es/cartografiadigital/geologica] (accessed on 1 June 2019).
-[53] Alcalá-García, F.J., Espinosa, J., Navarro, M., Sánchez, F.J. Proposal of regional geologic division of Adra town (province of Almería). Application to the seismic zonation. Revista Sociedad Geológica España  2002, 15, 55–66.
+[53] Alcalá-García F.J., Espinosa J., Navarro M., Sánchez F.J. Proposal of regional geologic division of Adra town (province of Almería). Application to the seismic zonation. Revista Sociedad Geológica España, 15:55–66,  2002.
-[54] Martínez-Pagán, P., Navarro, M., Pérez-Cuevas, J., Vidal, F. Application of SPAC and MASW Techniques to Earthquake-shaking Scenarios. The Case of the 1993–1994 Adra Earthquakes. Proccedings of the 21st European Meeting of Environmental and Engineering Geophysics-Near Surface Geosciences, Turin, Italy, 2015, pp. 1-5.
+[54] Martínez-Pagán P., Navarro M., Pérez-Cuevas J., Vidal F. Application of SPAC and MASW techniques to earthquake-shaking scenarios. The case of the 1993–1994 Adra earthquakes. Proccedings of the 21st European Meeting of Environmental and Engineering Geophysics-Near Surface Geosciences, Turin, Italy, pp. 1-5, 2015.
 [55] Morales, J., Benito, B., Luján, M. Expected ground motion in the south-east of Spain due to an earthquake in the epicentral area of the 1910 Adra earthquake. Journal of Seismology 2003, 7(2), 175-192.

@@ Line 848: / Line 848: @@
 [9] Dirección General de Protección Civil, Instituto Geográfico Nacional. Estimación rápida preliminar de daños potenciales en España por terremotos: Simulación de Escenarios Sísmicos (SES 2002).
-[10] Federal Emergency Management Agency (FEMA). In: HAZUS®99: Earthquake Loss Estimation Methodology, User Manual. Federal Emergency Management Agency, Washington, DC, pp. 314, 1999.
+[10] Federal Emergency Management Agency (FEMA). In: HAZUS®99: Earthquake Loss Estimation Methodology, User Manual. Federal Emergency Management Agency, Washington DC, pp. 314, 1999.
 [11] Anagnostopoulos S., Providakisb S., Salvaneschic P., Athanasopoulosa G., Bonacinad G. SEISMOCARE: An efficient GIS tool for scenario-type investigations of seismic risk of existing cities. Journal of Soil Dynamics and Earthquake Engineering, 28:73-78, 2008.
@@ Line 890: / Line 890: @@
 [30] Borcherdt R.D. Implications of next generation attenuation ground motion prediction equations for site coefficients used in earthquake resistant design. Earthquake Engineering & Structural Dynamics, 43:1343-1360,  2014.
-[31] Giovinazzi, S., Lagomarsino, S. WP04: Guidelines for the implementation of the I level methodology for the vulnerability assessment of current buildings, Genova, Italy. RISK-UE project: An advanced approach to earthquake risk scenarios with applications to different European towns.  Contract No.EVK4-CT-2000-00014. Institute of Earthquake Engineering and Engineering Seismology (IZIIS), 2002.
+[31] Giovinazzi S., Lagomarsino S. WP04: Guidelines for the implementation of the I level methodology for the vulnerability assessment of current buildings, Genova, Italy. RISK-UE project: An advanced approach to earthquake risk scenarios with applications to different European towns.  Contract No.EVK4-CT-2000-00014. Institute of Earthquake Engineering and Engineering Seismology (IZIIS), 2002.
-[32] Milutinovic, Z.V., Trendafiloski, G.S. WP04. Vulnerability of current buildings. RISK-UE project: An advanced approach to earthquake risk scenarios with applications to different European towns.  Contract No.EVK4-CT-2000-00014. Institute of Earthquake Engineering and Engineering Seismology (IZIIS), 2003.
+[32] Milutinovic Z.V., Trendafiloski G.S. WP04. Vulnerability of current buildings. RISK-UE project: An advanced approach to earthquake risk scenarios with applications to different European towns.  Contract No.EVK4-CT-2000-00014. Institute of Earthquake Engineering and Engineering Seismology (IZIIS), 2003.
-[33] Lagomarsino, S., Giovinazzi, S. Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bulletin of Earthquake Engineering 2006, 4, 415-443.
+[33] Lagomarsino S., Giovinazzi S. Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bulletin of Earthquake Engineering, 4:415-443, 2006.
-[34] Federal Emergency Management Agency (FEMA). In: HAZUS®MH 2.1: Multi-hazard Loss Estimation Methodology Maintenance. Technical and User Manuals. Federal Emergency Management Agency, Washington, DC, 2013, pp. 718.
+[34] Federal Emergency Management Agency (FEMA). In: HAZUS®MH 2.1: Multi-hazard loss estimation methodology maintenance. Technical and User Manuals. Federal Emergency Management Agency, Washington DC, pp. 718, 2013.
-[35] Federal Emergency Management Agency (FEMA). Improvement of Non linear Static Seismic Analysis Procedures. Federal Emergency Management Agency, Washington, DC, 2005, pp. 392.
+[35] Federal Emergency Management Agency (FEMA). Improvement of non linear static seismic analysis procedures. Federal Emergency Management Agency, Washington DC, pp. 392, 2005.
-[36] Coburn, A., Spence, R., Pomonis, A. (1992) Factors determining human casualty levels in earthquakes: mortality prediction in building collapse. 10th World Conference on Earthquake Engineering, Balkema, Rotterdam, Holland, 1992, pp. 59-89.
+[36] Coburn A., Spence R., Pomonis A. Factors determining human casualty levels in earthquakes: mortality prediction in building collapse. 10th World Conference on Earthquake Engineering, Balkema, Rotterdam, Holland, pp. 59-89, 1992.
-[37] Wells, D.L., Coppersmith, K.J. New Empirical Relationships Among Magnitude, Rupture Length, Rupture Width and Surface Displacement. Bulletin of the Seismological Society of America 1994, 84, 974-1002.
+[37] Wells D.L., Coppersmith K.J. New empirical relationships among magnitude, rupture length, rupture width and surface displacement. Bulletin of the Seismological Society of America, 84:974-1002, 1994.
-[38] Bommer, J., Stafford, P.J. Selecting ground-motion models for site-specific PSHA: Adaptability versus Applicability. Bulletin of the Seismological Society of America 2020, 110(6), 2801-2815.
+[38] Bommer J., Stafford P.J. Selecting ground-motion models for site-specific PSHA: Adaptability versus applicability. Bulletin of the Seismological Society of America, 110(6):2801-2815, 2020.
 [39] EN 1998-1: 2004. Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings. European Committee for Standardization, 2004.
-[40] Crespo, M.J., Benjumea, B., Moratalla, J.M., Lacoma, L., Macau, A., González, A., Gutiérrez, F., Stafford, P.J. A proxy-based model for estimating V<sub>S30</sub> in the Iberian Peninsula. Soil Dynamics and Earthquake Engineering  2022, 155, 107-165.
+[40] Crespo M.J., Benjumea B., Moratalla J.M., Lacoma L., Macau A., González A., Gutiérrez F., Stafford P.J. A proxy-based model for estimating <math>V_{S30}</math> in the Iberian Peninsula. Soil Dynamics and Earthquake Engineering, 155:107165,  2022.
-[41] Navarro, M., Oda Y., Martínez-Segura, M., Enomoto, T.,  García-Jerez, A., López, F. Vs30 structure of Murcia city (Southeast of Spain) derived from Mini-array observations, MASW measurements and the topographic slope method. Proceeding of the 17th World Conference on Earthquake Engineering, Sendai, Japan, 2021, pp. 12.
+[41] Navarro M., Oda Y., Martínez-Segura M., Enomoto T.,  García-Jerez A., López F. Vs30 structure of Murcia city (Southeast of Spain) derived from Mini-array observations, MASW measurements and the topographic slope method. Proceeding of the 17th World Conference on Earthquake Engineering, Sendai, Japan, pp. 12, 2021.
-[42] López, F., Navarro, M., Martínez-Pagán, P., García-Jerez, A., Pérez-Cuevas, J., Enomoto, T. Statistical analysis of the Vs30 structure of Almeria city (Southeast of Spain) inferred from topographic slope method. Proceeding of the online 14th SEGJ International Symposium, 2021, pp. 4.
+[42] López F., Navarro M., Martínez-Pagán P., García-Jerez A., Pérez-Cuevas J., Enomoto T. Statistical analysis of the Vs30 structure of Almeria city (Southeast of Spain) inferred from topographic slope method. Proceeding of the online 14th SEGJ International Symposium, pp. 4, 2021.
-[43] Molina, S., Navarro, M., Martínez-Pagán, P., Pérez-Cuevas, J., Vidal, F., Navarro, D., Agea-Medina, N. Potential damage and losses in a repeat of the 1910 Adra (Southern Spain) earthquake. Springer Science+Business Media B.V., Natural Hazard 2018, 92(3), 1547-1571.
+[43] Molina S., Navarro M., Martínez-Pagán P., Pérez-Cuevas J., Vidal F., Navarro D., Agea-Medina N. Potential damage and losses in a repeat of the 1910 Adra (Southern Spain) earthquake. Springer Science+Business Media B.V., Natural Hazard, 92(3):1547-1571, 2018.
-[44] Navarro, M., Vidal, F., Feriche, M., Enomoto, T., Sánchez, F.J., Matsuda, I. Expected ground RC buildings structures resonance phenomena in Granada city (southern Spain). 13th World Conference on Earthquake Engineering. Paper No. 3308, Vancouver, B.C., Canada, August 1-6, 2004.
+[44] Navarro M., Vidal F., Feriche M., Enomoto T., Sánchez F.J., Matsuda I. Expected ground RC buildings structures resonance phenomena in Granada city (southern Spain). 13th World Conference on Earthquake Engineering, Paper No. 3308, Vancouver, B.C., Canada, August 1-6, 2004.
-[45] Oliveira, C.S., Navarro, M. Fundamental periods of vibration of RC buildings in Portugal from in-situ experimental and numerical techniques. Bulletin of Earthquake Engineering 2010, 8, 609-642.
+[45] Oliveira C.S., Navarro M. Fundamental periods of vibration of RC buildings in Portugal from in-situ experimental and numerical techniques. Bulletin of Earthquake Engineering, 8:609-642, 2010.
-[46] Gallipoli, M.R., Mucciarelli, M., Šket-Motnikar, B., Zupanc ́ic ́, P., Gosar, A., Prevolnik, S., Herak, M., Stipcˇevic ́, J., Herak, D., Milutinovic ́, Z., Olumc ́eva, T. Empirical estimates of dynamic parameters on a large set of European buildings. Bulletin of Earthquake Engineering 2010, 8, 593-607.
+[46] Gallipoli M.R., Mucciarelli M., Šket-Motnikar B., Zupanćić P., Gosar A., Prevolnik S., Herak M., Stipčević J., Herak D., Milutinović Z., Olumćeva T. Empirical estimates of dynamic parameters on a large set of European buildings. Bulletin of Earthquake Engineering, 8:593-607, 2010.
 [47] Vidal, F., Navarro, M., Aranda, C., Enomoto, T. (2014) Changes in dynamic characteristics of Lorca RC buildings from pre- and post-earthquake ambient vibration data. Bulletin of Earthquake Engineering 2014, 12(5), 2095-2110.