A kernel-based mixed effect regression model for earthquake ground motions. (June 2018)

• Record Type: Journal Article
• Authors: Tezcan, J.; Hazirbaba, Y. Dak; Cheng, Q.
• Is Part Of: Advances in engineering software. Volume 120(2018)
• Page Start: 26
• Page End: 35
• Publication Date: 2018-06
• Subjects: Least squares kernel machine -- Mixed-effect model -- Semi-parametric regression -- Residual maximum likelihood method -- Ground motion analysis -- Confidence intervals; Computer-aided engineering -- Periodicals; Engineering -- Computer programs -- Periodicals; Engineering -- Software -- Periodicals; Periodicals; 620.0028553
• DOI: 10.1016/j.advengsoft.2016.06.002
• Languages: English
• ISSNs: 0965-9978

Abstract

Highlights: A semi-parametric random-effect approach is proposed for ground motion modeling. Known relationships are incorporated into the model parametrically. Unknown relationships are represented using a kernel. Prediction uncertainty is quantified using a bias-corrected confidence interval. Abstract: This paper presents a semi-parametric mixed-effect regression approach for analyzing and modeling earthquake ground motions, taking into account the correlations between records. Using kernels, the proposed method extends the classical mixed model equations to complicated relationships. The predictive equation is composed of parametric and nonparametric parts. The parametric part incorporates known relationships into the model, while the nonparametric part captures the relationships which cannot be cast into a simple parametric form. A least squares kernel machine is used to infer the nonparametric part of the model. The resulting semi-parametric model combines the strengths of parametric and nonparametric approaches, allowing incorporation of prior, well-justified knowledge into the model while retaining flexibility with respect to the explanatory variables for which the functional form is uncertain. Equations for pointwise confidence and prediction intervals around the conditional mean are provided. The validity of the proposed method is demonstrated through numerical simulations and using recorded ground motions.