On the dynamic response of shallow foundations in saturated soils
Author:
Affiliation:
1. Sapienza University of Rome
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/55/10_v10.OS-44-06/_pdf
Reference17 articles.
1. 1) Cremer, C., Pecker, A., & Davenne, L. (2002). Modelling of nonlinear dynamic behaviour of a shallow strip foundation with macro-element. Journal of Earthquake Engineering, 6(02), 175-211.
2. 2) Dashti, S., Bray, J. D., Pestana, J. M., Riemer, M., & Wilson, D. (2010). Mechanisms of seismically induced settlement of buildings with shallow foundations on liquefiable soil. Journal of geotechnical and geoenvironmental engineering, 136(1), 151-164.
3. 3) Dvorkin, E. N., & Bathe, K. J. (1984). A continuum mechanics based four‐node shell element for general non‐linear analysis. Engineering computations, 1(1), 77-88.
4. 4) Gallese, D., Noè Gorini, D., & Callisto, L. (2023). A nonlinear static analysis for the seismic design of single-span integral abutment bridges. Géotechnique, 1-40.
5. 5) Gorini, D. N., & Callisto, L. (2022, August). A class of thermodynamic inertial macroelements for soil-structure interaction. In Conference on Performance-based Design in Earthquake. Geotechnical Engineering (pp. 1095-1102). Cham: Springer International Publishing.
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