Harmonic-Modal Hybrid Reduced Order Model for the Efficient Integration of Non-Linear Soil Dynamics

• Published in: Applied sciences 2020-10, Vol.10 (19), p.6778
• Main Authors: Germoso, Claudia, Duval, Jean Louis, Chinesta, Francisco
• Format: Article
• Language: English
• Subjects: Civil Engineering; Damping; Decomposition; Dynamic response; Dynamics; Earth Sciences; Engineering Sciences; Fourier transforms; Geophysics; Géotechnique; Harmonic analysis; Integration; modal analysis; Model reduction; Nonlinear dynamics; nonlinear soil behavior; Ordinary differential equations; proper generalized decomposition; real-time dynamics; Reduced order models; Sciences of the Universe; Seismic activity; Seismic design; Seismic response; Shear modulus; Shear strain; Soil analysis; Soil dynamics; Soil mechanics; Soil stabilization; Soil stresses; Stress-strain relationships
• ISSN: 2076-3417; 2076-3417
• DOI: 10.3390/app10196778

Nonlinear behavior of soils during a seismic event has a predominant role in current site response analysis. Soil response analysis, and more concretely laboratory data, indicate that the stress-strain relationship of soils is nonlinear and exhibits hysteresis. An equivalent linearization method, in which non-linear characteristics of shear modulus and damping factor of soils are modeled as equivalent linear relations of the shear strain is usually applied, but this assumption, however, may lead to a conservative approach of the seismic design. In this paper, we propose an alternative analysis formulation, able to address forced response simulation of soils exhibiting their characteristic nonlinear behavior. The proposed approach combines ingredients of modal and harmonic analyses enabling efficient time-integration of nonlinear soil behaviors based on the offline construction of a dynamic response parametric solution by using Proper Generalized Decomposition (PGD)-based model order reduction technique.