Technical Papers
Jun 26, 2019

Model Selection and Uncertainty Quantification of Seismic Fragility Functions

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 5, Issue 3

Abstract

A fragility function quantifies the probability that a structural system exposed to a given hazard exceeds an undesirable limit state event conditioned on the occurrence of a hazard level. Multiple sources of uncertainty affect this function, including record-to-record variation, geometric and material properties, aging, modeling assumptions and errors, and even the analyzed dataset. This study presents a methodology for statistical model selection and uncertainty quantification of seismic fragility functions. The statistical models are created by implementing a hierarchical Bayesian framework with a sequential Monte Carlo technique. The most probable model is selected using Bayesian model selection. This model is validated through multiple metrics using predictive intervals and the Kolmogorov-Smirnov test. Then, the epistemic uncertainty is quantified as the variance of the area under the fragility functions. The methodology is implemented on a twenty-story steel benchmark model case study, demonstrating that the log-normal distribution yields superior performance relative to other models considered. Finally, further analysis of the case study demonstrates that the epistemic uncertainty is considerably reduced when using forty observations.

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Acknowledgments

The authors acknowledge the financial support provided by COLCIENCIAS (Departamento Administrativo de Ciencia, Tecnologia e Innovacion) through scholarship 568 (2012) for Ph.D. studies abroad and the Colombia-Purdue Institute for Advanced Scientific Research toward this research.

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 5Issue 3September 2019

History

Received: Jan 4, 2018
Accepted: Jan 9, 2019
Published online: Jun 26, 2019
Published in print: Sep 1, 2019
Discussion open until: Nov 26, 2019

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Authors

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Doctoral Candidate, Lyles School of Civil Engineering, Purdue Univ., 610 Purdue Mall, West Lafayette, IN 47907; presently, Wiss, Janney, Elstner Associates, Inc., 8606 Allisonville Rd., Suite 205, Indianapolis, IN 46250 (corresponding author). ORCID: https://orcid.org/0000-0002-4927-5895. Email: [email protected]
Ilias Bilionis [email protected]
Assistant Professor of Mechanical Engineering, School of Mechanical Engineering, Purdue Univ., 610 Purdue Mall, West Lafayette, IN 47907. Email: [email protected]
Shirley Dyke [email protected]
Professor, Mechanical and Civil Engineering, School of Mechanical Engineering, Purdue Univ., 610 Purdue Mall, West Lafayette, IN 47907. Email: [email protected]

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