Uncertainty quantification and global sensitivity analysis of seismic metabarriers. (15th February 2023)

• Record Type: Journal Article
• Authors: Zeighami, Farhad; Sandoval, Leonardo; Guadagnini, Alberto; Di Federico, Vittorio
• Is Part Of: Engineering structures. Volume 277(2023)
• Publication Date: 2023-02-15
• Subjects: Seismic metamaterials -- Metabarrier -- Seismic surface waves -- Global sensitivity analysis -- Surrogate modeling -- Polynomial chaos expansion; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2022.115415
• Languages: English
• ISSNs: 0141-0296

Abstract

Abstract: Seismic metabarriers consist of an array of locally resonant elements (i.e., mechanical resonators) installed over the soil surface, whose design is rationally engineered to reduce ground-induced vibrations and shield vulnerable structures against seismic surface waves. Successful design and implementation of seismic metabarriers require a comprehensive knowledge and characterization of the role played by the model parameters (and their associated uncertainty) governing soil-barrier dynamic interaction. In this context, sensitivity analysis techniques allow assessing the response of a given model through the quantification of the influence and action of model inputs (and model input uncertainties) concerning a target model output. This study relies on global sensitivity analysis techniques to investigate the influence that the uncertainty associated with three key mechanical parameters of a metabarrier (i.e., soil density, soil shear modulus, and mass of mechanical resonators) has on its seismic isolation performance. The latter is measured in terms of transmission coefficient (TC). We do so by employing a two-dimensional wave finite element model developed under the plane-strain conditions to evaluate the dispersion relation and transmission coefficient of a metabarrier interacting with Rayleigh waves in the low-frequency regime (i.e., frequencies between 2 Hz and 7 Hz). Our results suggest that the shear modulus is the uncertain parameter with the most significant influence on the transmission coefficient of the metabarrier across the entire frequency range of interest. Otherwise, the resonator mass plays a substantial role in the frequency range close to the metabarrier resonant frequency. Graphical abstract: Highlights: The role of uncertain parameters on the seismic isolation of metabarriers is studied. The interplay of uncertain model parameters is investigated for three soil types. Uncertain soil parameters govern the transmission of metabarriers in all scenarios. The resonator mass plays a role only in the frequency ranges close to the resonance.