Seismic response of pile-supported structures considering the coupling of inertial and kinematic interactions in different soil sites

Author:

Zhao Huiling,Zhang Fan

Publisher

Springer Science and Business Media LLC

Reference51 articles.

1. Ross G A, Seed H B, Migliaccio R R. Bridge foundation behavior in Alaska earthquake. Journal of the Soil Mechanics and Foundations Division, 1969, 95(4): 1007–1036

2. Hamada M. Large ground deformations and their effects on lifelines: 1964 Niigata earthquake, Case Studies of Liquefaction and Lifeline Performance during Past Earthquakes. Japanese Case Studies, 1992, 1: 1–123

3. Ishihara K. Terzaghi oration: Geotechnical aspects of the 1995 Kobe earthquake. In: Proceedings of Fourteenth International Conference on Soil Mechanics and Foundation Engineering. Hamburg: Society for Soil Mechanics and Foundation Engineering, 1997, 4: 2047–2074

4. Tokimatsu K. Effects of lateral ground movements on failure patterns of piles in the 1995 Hyogoken-Nambu earthquake. Geotechnical Earthquake Engineering and Soil Dynamics, 1998, III: 1175–1186

5. Maheshwari B, Sarkar R. Seismic behavior of soil–pile–structure interaction in liquefiable soils: Parametric study. International Journal of Geomechanics, 2011, 11(4): 335–347

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