One- and Two-Dimensional Ground Response Analyses: What They Do/Don’t Tell about the Site
Author:
Affiliation:
1. University of Utah
2. University of California, Berkeley
3. Utah State University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/9/10_v10.SS-3-02/_pdf
Reference9 articles.
1. 1) Baise, L. G., Glaser, S. D., & Dreger, D. (2003). Site response at Treasure and Yerba Buena Islands, California. Journal of geotechnical and geoenvironmental engineering, 129(5), 415-426.
2. 2) Cundall, P. (1976). Explicit finite-difference methods in geomechanics. Proc. 2nd Int. Cof. Num. Meth. Geomech., ASCE, New York, 132-150.
3. 3) Cundall, P. A., Hansteen, H., Lacasse, S., & Selnes, P. B. (1980). NESSI, soil structure interaction program for dynamic and static problems. Norwegian Geotechnical Institute, Report, 51508-9.
4. 4) Hallal, M. M., and B. R. Cox. (2021). “An H/V geostatistical approach for building pseudo-3D Vs models to account for spatial variability in ground response analyses Part I: Model development.” Earthquake Spectra 37 (3): 2013–2040.
5. 5) Haskell, N. A., 1953, The dispersion of surface waves on multilayered media, Bulletin of the Seismological Society of America, Vol. 43, pp. 17–34.
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