ONDA: Computer Code for Nonlinear Seismic Response Analyses of Soil Deposits

Author:

Lo Presti Diego C.123,Lai Carlo G.123,Puci Ignazio123

Affiliation:

1. Associate Professor, Dept. of Structural and Geotechnical Engineering, Politecnico di Torino, Italy.

2. First Researcher, European Centre for Training and Research in Earthquake Engineering (EUCENTRE), Dept. of Structural Mechanics, Univ. of Pavia, Italy.

3. Project Engineer, Ingegneria Geotecnica Ltd., via Montevecchio 50, 10131 Turin, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference60 articles.

1. Aki K. (1988). “Local site effects on strong ground motion.” J. Lawrence Van Thun ed. Earthquake engineering and soil dynamic II: Recent advances in ground-motion evaluation ASCE Geotechnical Special Publication No. 20 Park City Utah 103–155.

2. Bardet J. P. Ichii K. and Lin C. H. (2000). “EERA: A computer program for equivalent-linear earthquake site response analyses of layered soil deposits.” Dept. of Civil Engineering Univ. of Southern California Calif. ⟨http://geoinfo.usc.edu/gees⟩.

3. Bardet J. P. and Tobita T. (2001). “NERA: Nonlinear earthquake site response analysis of layered soil deposits.” Univ. of California ⟨http://geoinfo.usc.edu/gees⟩.

4. Nonlinear Ground Response at Lotung LSST Site

5. Ground Response in Lotung: Total Stress Analyses and Parametric Studies

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