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prescribing foundation response range (elastic, elastic-plastic, etc).
The formulation uses an elasto-plastic framework to calculate the foundation response.
Recent studies have highlighted the potential advantages of allowing inelastic foundation response during strong seismic shaking.
A spring beam finite element numerical model was developed to examine the foundation response.
The contribution of closely spaced double piles to the overall foundation response and load distribution among the piles were investigated.
For monopiles supporting offshore wind turbines, the current design practice is to model the foundation response by API p-y curves.
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With them, the foundation responses are finally expressed in simple closed form.
First, horizontal and rotational foundation responses besides a recently introduced net horizontal foundation input motion are studied extensively.
It is clear that incorporating critical pavement foundation responses into pavement design procedures is of great interest.
A total-displacement-loading approach based on the extended mobilisable strength design (EMSD) method is developed for predicting nonlinear foundation responses and upper-bound capacities with continuous velocity fields.
Although soil-foundation response analysis requires information about stiffness and damping at the site, the methods for obtaining this information are still in question.
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