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PRELIMINARY RESULTS OF DISPERSIVE WAVE VS MEASUREMENTS IN A GRANITIC URBAN ENVIRONMENT OF PORTO, PORTUGAL

Rui Moura

First published: 2012-06-18https://doi.org/10.5593/sgem2012/s06.v2012View metrics

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Publication details

Title
PRELIMINARY RESULTS OF DISPERSIVE WAVE VS MEASUREMENTS IN A GRANITIC URBAN ENVIRONMENT OF PORTO, PORTUGAL
Authors
Rui Moura
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; SGEM2012 12th International Multidisciplinary Scientific GeoConference
Publisher
Stef92 Technology
Year
2012
Pages
625 - 634 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
References26
  1. Almeida, A.; Begonha, A., “Stone Deterioration in Monuments of Northern Portugal”, 11 th International Congress on Deterioration and Conservation of Stone, Toruń, Poland, 15-20 September 2008

  2. Achenbach, J.D. (1999) “Wave Propagation in Elastic Solids”. North- Holland,Amsterdam, Netherlands.

  3. Aki, K. and Richards, P.G., (1980) “Quantitative Seismology, Theory and Methods”, Vol. 1-2, W.H. Freeman & Co., New York.

  4. California Department of Transpor tation. (2006). “Seismic Design Criteria . Version 1.4”, June

  5. Câmara Municipal do Porto. COBA/ FCUP/ CMP (2003), “Carta Geotécnica do Porto, escala 1:10 000, 2003, – Notícia explicativa”. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org Applied and Environmental Geophysics

  6. Dal Moro G. & Ferigo F., “Joint Analysis of Rayleigh- and Love-waves for Near- Surface Studies: Issues, Criteria and Impr ovements” (2011), Journal of Applied Geophysics, 75, 73-589

  7. EC 8 (2004) “Eurocode 8: design of structures for earthquake resistance Part 1: general rules, seismic actions and rules for buildings”, European Norm. European Committee for Standardization, European Committee for Standardisation Central Secretariat, rue de Stassart 36, B-1050 Brussels.

  8. Hermann, R., 1991, “Surf: Surface wave inversion program”: Saint Louis University

  9. Louie J.N.: “Faster, Better: Shear-Wave Velocity to 100 Meters Depth from Refraction Microtremor Arrays”, Bulletin of the Seismological Society of America; April 2001; v. 91; no. 2; p. 347-364

  10. Moura, R., Sousa, M., Fernandes, I., Cunha, M., Afonso, D., Paulo, J., Azevedo, F. P., Carvalho, A., Noronha, F., Borges, L., “GEORISK: A geologic risk map for the World Heritage Area of Porto city (North Portugal)”, 9th International Multidisciplinary Scientific GeoConference –SGEM2009, Conference Proceedings/ ISBN 10: 954-91818-1-2, June 14-19, 2009, Vol. 2, 25-32 Pp

  11. Romdhane A., Grandjean G., Brossier R., Rejiba F., Operto S. & Virieux J.,(2011), “Shallow-tructure characterization by 2D elastic full-waveform inversion”, Geophysics, 3(vol 76): R81–93.

  12. Socco, L. V.; Foti, S.; Boiero, D., “Surface-wave analysis for building near- surface velocity models” — Establishe d approaches and new perspectives, Geophysics, vol. 75, issue 5, p.75A83

  13. Zywicki, D. J. (1999). “Advanced signal processing methods applied to engineering analysis of seismic surface waves”, PhD dissertation, Georgia Institute of Technology, 228p. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org 12th International Multidisciplinary Scientific GeoConference SGEM 2012 SGEM2012 - www.sgem.org

  14. Almeida, A.; Begonha, A., “Stone Deterioration in Monuments of Northern Portugal”, 11 th International Congress on Deterioration and Conservation of Stone, Toruń, Poland, 15-20 September 2008

  15. Achenbach, J.D. (1999) “Wave Propagation in Elastic Solids”. North- Holland,Amsterdam, Netherlands.

  16. Aki, K. and Richards, P.G., (1980) “Quantitative Seismology, Theory and Methods”, Vol. 1-2, W.H. Freeman & Co., New York.

  17. California Department of Transpor tation. (2006). “Seismic Design Criteria . Version 1.4”, June

  18. Câmara Municipal do Porto. COBA/ FCUP/ CMP (2003), “Carta Geotécnica do Porto, escala 1:10 000, 2003, – Notícia explicativa”. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org Applied and Environmental Geophysics

  19. Dal Moro G. & Ferigo F., “Joint Analysis of Rayleigh- and Love-waves for Near- Surface Studies: Issues, Criteria and Impr ovements” (2011), Journal of Applied Geophysics, 75, 73-589

  20. EC 8 (2004) “Eurocode 8: design of structures for earthquake resistance Part 1: general rules, seismic actions and rules for buildings”, European Norm. European Committee for Standardization, European Committee for Standardisation Central Secretariat, rue de Stassart 36, B-1050 Brussels.

  21. Hermann, R., 1991, “Surf: Surface wave inversion program”: Saint Louis University

  22. Louie J.N.: “Faster, Better: Shear-Wave Velocity to 100 Meters Depth from Refraction Microtremor Arrays”, Bulletin of the Seismological Society of America; April 2001; v. 91; no. 2; p. 347-364

  23. Moura, R., Sousa, M., Fernandes, I., Cunha, M., Afonso, D., Paulo, J., Azevedo, F. P., Carvalho, A., Noronha, F., Borges, L., “GEORISK: A geologic risk map for the World Heritage Area of Porto city (North Portugal)”, 9th International Multidisciplinary Scientific GeoConference –SGEM2009, Conference Proceedings/ ISBN 10: 954-91818-1-2, June 14-19, 2009, Vol. 2, 25-32 Pp

  24. Romdhane A., Grandjean G., Brossier R., Rejiba F., Operto S. & Virieux J.,(2011), “Shallow-tructure characterization by 2D elastic full-waveform inversion”, Geophysics, 3(vol 76): R81–93.

  25. Socco, L. V.; Foti, S.; Boiero, D., “Surface-wave analysis for building near- surface velocity models” — Establishe d approaches and new perspectives, Geophysics, vol. 75, issue 5, p.75A83

  26. Zywicki, D. J. (1999). “Advanced signal processing methods applied to engineering analysis of seismic surface waves”, PhD dissertation, Georgia Institute of Technology, 228p. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org 12th International Multidisciplinary Scientific GeoConference SGEM 2012 SGEM2012 - www.sgem.org

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Number of times cited according to Crossref: 3

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