The importance of the shear wave velocity and the predominant period for the evaluation of the site response in Santiago

Authors

  • Cristian Godoy SRK Consulting, Chile
  • Lenart González IDIEM, Universidad de Chile, Chile
  • Esteban Sáez Departamento de Ingeniería Estructural y Geotécnica, Pontificia Universidad Católica de Chile, Chile https://orcid.org/0000-0001-5433-0388

DOI:

https://doi.org/10.4067/S0718-28132015000100008

Keywords:

shear wave velocity, predominant period, site response, equivalent-linear method

Abstract

This article presents the results of a seismic response study of different sites in Santiago conducted with the equivalent linear method. A methodology was developed to determine "equivalent" profiles of Vs up to the predominant impedance contrast (more than 100 m of depth), using shallow measurements of Vs and the predominant period through the Nakamura's technique or HVR. Once the profiles to be analyzed were obtained, the real and the modelled responses were compared for seismic events with Mw ranging from 4.0 to 8.8, yielding to an adequate representation. Finally, a parametric analysis of site response was performed considering the variation of the depth and stratigraphy across the Santiago basin. The trends of the seismic response evidence the importance of using the predominant period alongside the Vs for an adequate dynamic characterization of the studied sites.

References

Aghaei Araei, A., Razeghi, H.R. and Tabatabaei, S.H. (2010). Dynamic properties of gravelly materials. Sciencia Iranica, Transaction A: Civil Engineering 17(4), 245-261

Araneda, M., Avendaño, M. y Merlo, C. (2000). Modelo gravimétrico de la cuenca de Santiago, etapa III final. IX Congreso Geológico de Chile, Puerto Varas, 2, 404-408

DS 61 (2011). Decreto Supremo N°61. Diario Oficial de la República. Cuerpo I-8. Martes 13 de Diciembre de 2011. MINVU

Godoy, C. (2013). Estudio de la respuesta de sitio en Santiago mediante el método lineal equivalente. Tesis MSc, Universidad de Chile

Leyton, F., Sepúlveda, S., Astroza, M., Acevedo, P., Ruiz, S., González, L. and Foncea, C. (2011). Seismic zonation of the Santiago Basin, Chile. 5th International Conference on Earthquake Geotechnical Engineering, Santiago, Chile

Moriasi, D.N., Arnold, J.G., Van Liew, M.W., Bingner, R.L., Harmel, R.D. and Veith, T.L. (2007). Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Transactions of the Asabe 50, 885-900. https://doi.org/10.13031/2013.23153

Nash, J.E. and Sutcliffe, J.V (1970). River flow forecasting through conceptual models; Part I, a discussion of principles. Journal of Hydrology 10, 282-290. https://doi.org/10.1016/0022-1694(70)90255-6

NCh 433 of. 1996 (2009). Diseño sísmico de edificios. Instituto Nacional de Normalización

Seed, H.B. and Idriss, I.M. (1970). Soil moduli and damping factors for dynamic response analyses. EERC, University of Berkeley

Vucetic, M. and Dobry, R. (1991). Effect of soil plasticity on cyclic response. Journal of Geotechnical Engineering, 117(1), 89-107. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89)

Downloads

Published

2015-06-01

Issue

Section

Articles

How to Cite

The importance of the shear wave velocity and the predominant period for the evaluation of the site response in Santiago. (2015). Obras Y Proyectos, 17, 61-67. https://doi.org/10.4067/S0718-28132015000100008