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This document discusses a study that assessed the soil-pile-structure interaction (SSPSI) and its influence on the seismic response of mid-rise buildings with floating pile foundations. Shaking table tests were conducted on models of a fixed-base structure, a structure on shallow foundations on soft soil, and a structure on floating pile foundations in soft soil. A numerical model was also developed to simulate the tests. Both the experimental and numerical results showed that SSPSI amplifies lateral deflec

Author

AhmedMahir

Language

EN