Near-field response of a 1D-structure alluvial site

Bulletin of the Seismological Society of America

Volumn 101, Issue 6, 2011, Pages 2981-2997

  Sandron, D ^a   Sirovich, L ^a   Pettenati, F ^a  

^a ISTITUTO NAZIONALE DI OCEANOGRAFIA E DI GEOFISICA SPERIMENTALE OGS   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

1-D MODELS; 1D STRUCTURES; BLIND TEST; CASE HISTORY; DISAGGREGATION; LINEAR CONDITIONS; NEAR FIELDS; NEAR-FIELD; NONLINEAR APPROACH; NONLINEAR MODELING; PROPAGATION VELOCITIES; REFERENCE SITES; RESPONSE SPECTRA; SEISMIC HAZARDS; SPECTRAL AMPLITUDE; STRONG-MOTION;

HAZARDS;

SEISMOLOGY;

ALLUVIAL DEPOSIT; EARTHQUAKE MAGNITUDE; EARTHQUAKE MECHANISM; NUMERICAL MODEL; ONE-DIMENSIONAL MODELING; SEISMIC HAZARD; SITE INVESTIGATION; STRONG MOTION;

ITALY;

EID: 83255193635     PISSN: 00371106     EISSN: 19433573     Source Type: Journal    
DOI: 10.1785/0120100313     Document Type: Article

References (69)

1. Ambraseys, N. N., P. Smit, R. Berardi, D. Rinaldis, F. Cotton, and C. Berge (2000). European Strong Motion Database, European Council, Environment and Climate Research Programme CD-ROM.
2. Aoudia, A., A. Saraò, B. Bukchin, and P. Suhadolc (2000). The 1976 Friuli (NE Italy) thrust faulting earthquake: A reappraisal 23 years later, Geophys. Res. Lett. 27, 577-580.
3. Archuleta, R. J., S. H. Seale, P. V. Sangas, L. M. Baker, and S. T. Swain (1992). Garner Valley downhole array of accelerometers: Instrumentation and preliminary data analysis, Bull. Seismol. Soc. Am. 82, 1592-1621.
4. Bard, P.-Y. (2004). Guidelines for the implementation of the H/V spectral ratio technique on ambient vibrations measurements, processing and interpretation, SESAME European res. project WP12, Deliv. D23.12. Project N. EVG1-CT-2000-00026, Dec. 2004, 1-62.
5. Bardet, J. P., and T. Tobita (2001). Non linear earthquake site response analysis of layered soil deposits, Department of Civil and Environmental Engineering, University of Southern California, Los Angeles, California, user's technical manual.
6. Barnaba, C., E. Priolo, A. Vuan, and M. Romanelli (2007). Site effect of the strong-motion site at Tolmezzo-Ambiesta Dam in Northeastern Italy, Bull. Seismol. Soc. Am. 97, 339-346.
7. Beresnev, I., and K.-L. Wen (1996). The accuracy of soil response estimates using soil-to-rock spectral ratios, Bull. Seismol. Soc. Am. 86, 519-523.
8. Bobbio, M., L. Sirovich, and F. Pettenati (2006). Progetto INGV-Prot. Civile S3, Esperimento di modellazione della risposta sismica del sito accelerometrico di Tomba di Buia (Friuli), Rept.: OGS 2006/31GDL 7 SITAR (in Italian).
9. Bonilla, L. F., J. H. Steidl, G. T. Lindley, A. G. Tumarkin, and R. J. Archuleta (1997). Site amplification in the San Fernando Valley, California: Variability of site-effect estimation using the S-wave, coda, and H/V methods, Bull. Seismol. Soc. Am. 87, 710-730.
10. Borcherdt, R. D. (1970). Effects of local geology on ground motion near San Francisco Bay, Bull. Seismol. Soc. Am. 60, 29-61.
11. Carulli, G. B. (2006). Carta geologica del Friuli Venezia Giulia, Regione autonoma Friuli Venezia Giulia, S. El. Ca., Firenze, 44 pp., 1 map enclosed 1:150,000 scale.
12. Chávez-García, F. J., W. R. Stephenson, and M. Rodriguez (1999). Lateral propagation effects observed at Parkway, New Zealand: A case history to compare 1D versus 2D site effects, Bull. Seismol. Soc. Am. 89, 718-732.
13. Cipar, J. (1980). Teleseismic observations of the 1976Friuli, Italy earthquake sequence, Bull. Seismol. Soc. Am. 70, 963-983.
14. Cipar, J. (1981). Broadband time domain modeling of earthquakes from Friuli, Italy, Bull. Seismol. Soc. Am. 71, 1215-1231.
15. Commissione ENEA-ENEL (1985). Raccolta di informazioni sulle postazioni accelerometriche del Friuli. Roma, Giugno 1985, 86 pp. (in Italian).
16. ENEL, Ente Nazionale per l'Energia Elettrica (1981). Indagini geofisiche in fori di sondaggio in località diga dell' Ambiesta-Verzegnis (Udine). Pratica no. 1641, ISMES. Type written rept. (in Italian).
17. Eurocode 8 (2003). Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings DRAFT No 6 (Stage 49), January 2003, European Committee for Standardization, CEN 2003 Copyright, Ref. no. prEN 1998-1:200X, pp. 1-224.
18. Fäh, D., and G. F. Panza (1994). Realistic modelling of observed seismic motion in complex sedimentary basins, Ann. Geophys. 37, 1771-1797.
19. Fäh, D., P. Suhadolc, and G. F. Panza (1993). Variability of seismic ground motion in complex media: The case of a sedimentary basin in the Friuli (Italy) area, J. Applied Geophys. 30, 131-148.
20. Field, E. H. (1996). Spectral amplification in a sediment-filled valley exhibiting clear basin-edge induced waves, Bull. Seismol. Soc. Am. 86, 991-1005.
21. Field, E. H., and K. H. Jacob (1995). A comparison and test of various site response estimation techniques, including three that are non reference-site dependent, Bull. Seismol. Soc. Am. 85, 1127-1143.
22. Florsch, N., D. Fäh, P. Suhadolc, and G. F. Panza (1991). Complete synthetic seismograms for high-frequency multimode SH-waves, Pure Appl. Geophys. 136, 529-560.
23. Fontanive, A., V. Gorelli, and L. Zonetti (1985). Raccolta di informazioni sulle postazioni accelerometriche del Friuli, Comissione ENEA-ENEL per lo studio dei problemi sismici concessi con la realizzazione di impianti nucleari, Roma, 1985-6, 89 pp. (in Italian).
24. GNDT (1997). Seismic response of the accelerometric site of Buia, Type written rept. on contract CNR no. 96.02963.PF54.
25. Gruppo di Lavoro MPS (2004). Redazione della mappa di pericolosità sismica prevista dall'Ordinanza PCM 3274 del 20 marzo 2003, Rapporto Conclusivo per il Dipartimento della Protezione Civile INGV, Milano-Roma, April, 65 pp. plus 5 appendices (in Italian).
26. Hartzell, S. H. (1992). Site response estimation from earthquake data, Bull. Seismol. Soc. Am. 82, 2308-2327.
27. Hartzell, S. H., A. Leeds, A. Frankel, and J. Michael (1996). Site response for urban Los Angeles using aftershocks of the Northridge earthquake, Bull. Seismol. Soc. Am. 86, S168-S192.
28. Hashash, Y. M. A., and D. Park (2001). Non-linear one-dimensional wave propagation in the Mississippi Embayment, Eng. Geol. 62, 185-206.
29. Hashash, Y. M. A., and D. Park (2002). Viscous damping formulation and high-frequency components in deep deposits, Soil Dyn. Earthq. Eng. 22, 611-624.
30. Idriss, I. M., and H. B. Seed (1968). Seismic response of horizontal soil layers, J. Soil Mech. Found. Div. 94, 1003-1031.
31. Iwan, W. D. (1967). On a class of models for the yielding behavior of continuous and composite systems, J. Appl. Mech. 34, 612-617.
32. Kanai, K. (1951). Relation between the nature of surface layer and the amplitude of earthquake motions, Bulletin Tokyo Earthquake Research Institute.
33. Kato, K., K. Aki, and M. Takemura (1995). Site amplification from codawaves: Validation and application to S-wave site response, Bull. Seismol. Soc. Am. 85, 467-477.
34. Kramer, S. L. (1996). Geotechnical Earthquake Engineering, Prentice Hall, Upper Saddle River, New Jersey, 653 pp.
35. Lacave, C., P.-Y. Bard, and M. G. Koller (1999). Microzonation: Techniques and examples, in Block 15: Naturgefahren-Erdbebenrisiko, (electronic book on the Internet; available at www.ndk.ethz.ch/pages/publ/Koller.pdf), 23 pp.
36. Lai, C. G., M. Corigliano, and H. L. Sanchez (2010). Some Examples of 1D, Fully Stochastic Site Response Analyses of Soil Deposits, in Advances in Performance-Based Earthquake Engineering M. N. N. Fardis (Editor), Geotechnical, Geological, and Earthquake Engineering 13, 15-26.
37. Lee, M. K. W., and W. D. L. Finn (1978). DESRA-2, Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential, Soil Mechanics Series No. 36, Department of Civil Engineering, University of British Columbia, Vancouver, Canada.
38. Lermo, J., and J. Chavez Garcia (1993). Site effect evaluation using spectral ratios with only one station, Bull. Seismol. Soc. Am. 83, 5, 1574-1594.
39. Margheriti, L., L. Wennerberg, and J. Boatwright (1994). A comparison of coda and S-wave spectral ratio estimates of site response in the southern San Francisco Bay area, Bull. Seismol. Soc. Am. 84, 1815-1830.
40. Masing, G. (1926). Eigenspannungen und Verfestigung beim Messing, Proc. Second Int. Cong. Appl. Mech., 332-335 (in German).
41. Matasovic, N. (1993). Seismic response of composite horizontally-layered soil deposits, Ph.D. Thesis, University of California, Los Angeles, p. xxix, 452 leaves.
42. Matasovic, N., and M. Vucetic (1995). Seismic response of soil deposits composed of fully-satura ted clay and sand layers. First Int. Conf. Earthq. Geotech. Eng., Tokyo, Japan.
43. Mróz, Z. (1967). On the description of anisotropic workhardening, J. Mech. Phys. Solid 15, 163-175.
44. Nakamura, Y. (1989). A method for dynamic characteristic estimation of subsurface using microtremors on the ground surface, Quart. Rep. Railway Tech. Res. Inst. 30, 25-33.
45. Onofri, R. (1982). Caratteristiche geolitologiche e geomeccaniche del flysch nella Provincia di Trieste, Studi Trentini di Scienze Naturali, Rivista del Museo Tridentino di Scienze Naturali, Trento, 59, 77-103 (in Italian).
46. Ordonez, G. A. (2006). SHAKE2000, A Computer Program for the 1-D Analysis of Geotechnical Earthquake Engineering Problems, User's Manual, December, 356 pp.
47. Park, D., and Y. M. A. Hashash (2003). Soil damping formulation in nonlinear time domain site response analysis, J. Earthquake Eng. 8, 249-274.
48. Perniola, B., G. Bressan, and S. Pondrelli (2004). Changes in failure stress and stress transfer during the 1976-77 Friuli earthquake sequence, Geophys. J. Int. 156, 297-306.
49. Pyke, R. M. (1979). Nonlinear soil models for irregular cyclic loadings, J. Geotech. Eng. Div. 105, 715-726.
50. Roesset, J. M., and R. V. Whitman (1969). Theoretical background for Amplification Studies, Res. rept. No. R69-15, Soils Publication No. 231, Massachussets Institute of Technology, Cambridge, Massachusetts.
51. Schnabel, P. B. (1973). Effects of local geology and distance from source on earthquake ground motion, Ph.D. Thesis, University of California, Berkeley, California.
52. Schnabel, P. B., J. Lysmer, and H. B. Seed (1972). SHAKE: A computer program for earthquake response analysis of horizontally layered sites, Report No. UCB/EERC-72/12, University of California, Berkeley, California, no. 12, 92 pp.
53. Seed, H. B., and I. M. Idriss (1970). Soil moduli and damping factors for dynamic response analysis, Report No. EERC 70-10, University of California, Berkeley, California, 1970-12, 40 pp.
54. SESAME European research project WP12-Deliverable D23.12, (2004). Guidelines for the implementation of the H/V spectral ratio technique on ambient vibration measurements, processing and interpretation, European Commission-Research General Directorate Project No. EVG1-CT-2000-00026 SESAME December.
55. Sirovich, L. (1976). Liquefaction of sands in Friuli during May 6 and 15 September 1976 earthquakes, Boll. Geof. Teor. Appl. 19, 909-932.
56. Sirovich, L. (1996a). In-situ testing of repeatedly liquefied gravels and liquefied overconsolidated sands, Soils Found. 36, 35-44.
57. Sirovich, L. (1996b). A simple algorithm for tracing out synthetic isoseismals, Bull. Seismol. Soc. Am. 86, 1019-1027.
58. Sirovich, L. (1998). First evidence of an interglacial lake of Eemian age in northeast Italy, J. Quat. Sci. 13, 65-71.
59. Sirovich, L., F. Pettenati, and D. Sandron (2009). Source-and site-effects in the intensities of the M5.4 July 29, 2008 earthquake in South Los Angeles, Seismol. Res. Lett., 80, 936-945.
60. Slejko, D., and G. Renner (1984). La sequenza sismica iniziata col terremoto del 6 maggio 1976 in Friuli, in Finalità ed esperienze della Rete Sismometrica del Friuli-Venezia Giulia, Regione Autonoma Friuli-Venezia Giulia, Trieste, 75-91 (in Italian).
61. Smerzini, C., R. Paolucci, E. Faccioli, L. Sirovich, and D. Sandron (2010). Numerical simulations of earthquake ground motion in near-fault conditions, Deliverable D4 Research Programme PRIN 2007, 22 December 2010, available at elink url http://rtweb.units.it/prin07//url/elinkdeliverables.htm, 96 pp.
62. Smerzini, C., D. Sandron, E. Faccioli, M. Giorgi, S. Maffione, L. Petronio, R. Paolucci, F. Pettenati, G. Pinna, and L. Sirovich (2010). Different approaches for generating ground shaking maps in near field: A case study in the Friuli region, Twenty-Ninth Nat. Conf. GNGTS, 26-28 October 2010, Prato, Italy, 4 pp.
63. Spallarossa, D., and S. Barani (2007). Disaggregazione della pericolosità sismica in termini di M-R-∈, Prog. DPC-INGV S1, Deliverable D14, available at http://esse1.mi.ingv.it/d14.html.
64. Steidl, J. H., A. G. Tumarkin, and R. J. Archuleta (1996). What is a reference site?, Bull. Seismol. Soc. Am. 86, 1733-1748.
65. Theodulidis, N., P.-Y. Bard, R. Archuleta, and M. Bouchon (1996). Horizontal-to-vertical spectral ratio and geological conditions: The case of Garner Valley downhole array in southern California, Bull. Seismol. Soc. Am. 86, 306-319.
66. Tsai, N. C., and G. W. Housner (1970). Calculation of surface motion of a layered half space, Bull. Seismol. Soc. Am. 60, 5, 1625-1651.
67. Tsuboi, S., M. Saito, and Y. Ishihara (2001). Verification of horizontal-to-vertical spectral-ratio technique for estimation of site response using borehole seismographs, Bull. Seismol. Soc. Am. 91, 3, 499-510.
68. Vucetic, M. (1990). Normalized behavior of clay under irregular cyclic loading, Can. Geotech. J. 27, 29-46.
69. Working group S6 (2007). Data base of the Italian strong-motion data (1972-2004), available at http://itaca.mi.ingv.it.