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Recent devastating earthquakes in many countries, particularly the 2010 Haiti earthquake (e.g., Eberhard et al., 2010) and the 2011 off the Pacific coast of Tohoku earthquake (e.g., Takewaki et al., 2011) in Japan, have caused severe damages to buildings and structures. The past and the recent seismic events have led us to attempt to improve technologies used in practical applications for evaluating the dynamic behavior of structural systems subjected to earthquake ground motions. To accomplish this, it is considered that an appropriate representation of soil-structure interaction (SSI) effects may be of great importance in earthquake engineering.

Application of a Highly Reduced One- Dimensional Spring-Dashpot System to Inelastic SSI Systems Subjected to Earthquake Ground Motions