Dynamic behaviour of structures with embedded foundations

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Abstract
A study of the dynamics of building‐soil interaction is presented that includes embedding of the foundation and material damping. By considering buildings on rigid footings embedded into linear elastic soil with hysteretic damping, it is shown that the earthquake response of the building‐foundation model may be found from the response to modified excitation of equivalent one‐degree‐of‐freedom linear, viscously damped oscillators resting on rigid ground. For a single‐storey building approximate formulas are developed for the modified natural frequency and damping ratio.Results show that the natural frequency and damping in the system increase with embedding. Effective damping also increases with internal friction in the soil. Ignoring these two factors may underestimate considerably the effective natural frequency and damping in the system. In spite of additional sources of energy dissipation provided by the soil, damping in the equivalent oscillator may be greater or smaller than that corresponding to the superstructure alone, depending upon the system parameters.For lightly damped superstructures, the peak amplitude of the steady‐state overturning moment at the base of a building supported on flexible soil is significantly smaller than that corresponding to rigid ground. This result has practical implications for earthquake design.

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