Time-domain earthquake deconvolution through a nonlinear soil deposit
Author:
Affiliation:
1. National Autonomous University of Mexico
2. Universidad Católica Santa María La Antigua
3. SENACYT
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/14/10_v10.OS-3-02/_pdf
Reference18 articles.
1. 1) Benz, T., P. A. Vermeer, y R. Schwab. 2009. “A small-strain overlay model”. Int. J. Numer. Anal. Methods Geomech., 33 (1): 25–44.
2. 2) Brinkgreve, R. B. J., M. H. Kappert, y P. G. Bonnier. 2007. “Hysteretic damping in a small-strain stiffness model”. 10th Int. Symp. Numer. Model. Geomech., G. N. Pande y S. Pietruszczak, eds., 737–742. Rhodes, Greece.
3. 3) Gazetas, G. 2015. “4th Ishihara lecture: Soil-foundation-structure systems beyond conventional seismic failure thresholds”. Soil Dyn. Earthq. Eng., 68: 23–39. Elsevier.
4. 4) Gibbs, J. F., T. E. Fumal, D. M. Boore, y W. B. Joyner. 1992. Seismic velocities and geologic logs from borehole measurements at seven strong-motion stations that recorded the 1989 Loma Prieta earthquake. Menlo Park, California.
5. 5) Lysmer, J., y R. L. Kuhlemeyer. 1969. “Finite dynamic model for infinite media”. J. Eng. Mech. Div., 95 (4): 859–877.
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