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This work presents a new method for the calculation of elastoplastic building ground deformations and elastoplastic building ground failure with included wave propagation in the ground. The presented procedure is a hybrid method, based on several common calculation methods. Included is the nonlinear calculation with the finite element method (FEM), a nonlinear HHTa method and the scaled boundary finite element method (SBFEM). Focuses of this work are the implementation of an elastoplastic soil model with isotropic hardening, the derivation and implementation of a nonlinear HHTa method with full NewtonRaphson iteration, and the implementation of these methods and the SBFEM in a nonlinear overall calculation scheme. Here, the overall calculation scheme represents a new calculation method in the time domain, because the combination of the named methods does not yet exist. The applicability of the developed method is given with the help of several examples of different complexity.
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