Nonlinear dynamic foundation and frame structure response observed in geotechnical centrifuge experiments

Soil–foundation–structure interaction (SFSI) and structure–soil–structure interaction (SSSI) influence the seismic response of a structure. Yet, consideration of nonlinear SFSI and SSSI in design practice is lacking. In this paper data from two centrifuge tests are examined. During each test, inelastic models of (1) a low-rise frame with shallowly embedded footings and (2) a mid-rise frame with a large basement are subjected to earthquake motions. In the first test, the structures are separated. In the second test, the structures are placed next to each other. Results show that the presence of the deep basement affects the moment–rotation behavior of the adjacent shallow footings, stiffening the response in the direction of loading towards the basement. This can be attributed to the additional restraint provided by the basement. Although the presence of the basement stiffens the response, it also limits the permanent displacements of the footing, which in turn limits physical damage to the superstructure. These results suggest that in addition to considering nonlinear SFSI effects, SSSI should be considered in the design of closely clustered structures.

► We performed two seismic centrifuge tests at a scale of N=55.
► First, we recorded the baseline SFSI response of two inelastic structures.
► Second, we recorded the modified response of the structures when placed adjacent.
► Increased seismic demands are observed in the superstructure due to footing restraint.
► Footing moment–rotation response is modified for restrained footings.