Abstract
A new artificial boundary condition for time domain analysis of a structure-unlimited-foundation system was proposed. The boundary condition was based on the damping-solvent extraction method. The principle of the damping-solvent extraction method was described. An artificial boundary condition was then established by setting two spring-damper systems and one artificial damping limited region. A test example was developed to verify that the proposed boundary condition and model had high precision. Compared with the damping-solvent extraction method, this boundary condition is easier to be applied to finite element method (FEM)-based numerical calculations.
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Xu, Q., Chen, J., Li, J. et al. Study of an artificial boundary condition based on the damping-solvent extraction method. Front. Struct. Civ. Eng. 6, 281–287 (2012). https://doi.org/10.1007/s11709-012-0167-5
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DOI: https://doi.org/10.1007/s11709-012-0167-5