Abstract

This paper proposes a probabilistic metamodeling framework for predicting the joint probability distribution of the interstory drift ratio (IDR) profile of multistory buildings. IDR is an engineering demand parameter that correlates well with structural and nonstructural damages. However, the use of IDR for regional loss estimation has not been practiced due to the high computational cost of such estimations. The metamodel proposed herein efficiently estimates the IDR profile while accounting for the cross-correlations. This facilitates the use of component-level damage and consequence models for regional loss estimations and significantly refines the resulting risk estimates compared with the current state of practice in regional risk analysis, which relies on a single-degree-of-freedom representation of a building. The proposed framework employs multivariate Bayesian regression calibrated using a large data set produced using detailed nonlinear time-history analyses. To showcase the methodology, metamodels are developed for predicting the IDR profile of special steel moment frame buildings of various heights ranging from three to 12 stories. The resulting models are validated against the output of detailed multidegree-of-freedom models at different levels of ground motion intensity. Finally, the proposed metamodel is employed for estimating the seismic loss of a nine-story building, and the results are compared with the loss using two extremes of modeling in terms of refinement and computational effort: the FEMA P-58 approach and the Hazus approach. The results confirm that the proposed metamodel significantly refines the loss estimates compared with those of Hazus with a computational effort that is four orders of magnitude smaller than that required by the FEMA P-58 approach.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors thank the Ministry of Science, Research, and Technology of the Islamic Republic of Iran whose graduate scholarship provided support for the lead author. The first three authors gratefully acknowledge Iran National Science Foundation (INSF) for Grant no. 98012381. The second author also thanks the Sharif University of Technology for Grant no. Q990102. The authors acknowledge the High-Performance Computing (HPC) Center at Sharif University of Technology for providing computational resources that have contributed to this research through Grant no. GH140902.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 3March 2024

History

Received: Feb 26, 2023
Accepted: Oct 23, 2023
Published online: Jan 11, 2024
Published in print: Mar 1, 2024
Discussion open until: Jun 11, 2024

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Center for Infrastructure Sustainability and Resilience Research, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran. ORCID: https://orcid.org/0009-0006-3889-4080. Email: [email protected]
Associate Professor, Center for Infrastructure Sustainability and Resilience Research, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran (corresponding author). ORCID: https://orcid.org/0000-0001-7192-0881. Email: [email protected]
Mohammad Ali Ghannad [email protected]
Professor, Center for Infrastructure Sustainability and Resilience Research, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California—Irvine, Irvine, CA 92697-2175. ORCID: https://orcid.org/0000-0002-9587-0409. Email: [email protected]

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