Impact of Probabilistic Modeling Alternatives on the Seismic Fragility Analysis of Reinforced Concrete Dual Wall–Frame Buildings towards Resilient Designs

Author:

Martinez Ivanna1,Gallegos Marco F.12ORCID,Araya-Letelier Gerardo34ORCID,Lopez-Garcia Diego15ORCID

Affiliation:

1. Department of Structural & Geotechnical Engineering, Pontificia Universidad Catolica de Chile, Santiago 8320165, Chile

2. Department of Civil & Environmental Engineering, Universidad del Bio-Bio, Concepcion 4051381, Chile

3. School of Civil Construction, Faculty of Engineering, Pontificia Universidad Catolica de Chile, Santiago 8320165, Chile

4. Concrete Innovation Hub UC (CIHUC), Pontificia Universidad Catolica de Chile, Santiago 8320165, Chile

5. Research Center for Integrated Disaster Risk Management (CIGIDEN) ANID FONDAP 1522A0005, Santiago 8940000, Chile

Abstract

Demands to advance toward more resilient and sustainable cities in terms of reducing casualties, economic losses, downtime, and environmental impacts derived from earthquake-induced damage are becoming more frequent. Indeed, accurate evaluations of the seismic performance of buildings via numerical simulations are crucial for the sustainable development of the built environment. Nevertheless, performance estimations could be influenced by alternative probabilistic methods that can be chosen throughout the procedure of building-specific risk assessment, specifically in the construction and validation of fragility functions. This study evaluates the numerical impacts of selecting different probabilistic models on seismic risk metrics for reinforced concrete dual wall–frame buildings. Specifically, alternative probabilistic models are implemented and evaluated for (i) the identification and elimination of unusual observations within the simulated data (i.e., outliers); (ii) the selection and implementation of different Probability Distribution Functions (PDFs) to estimate fragility functions at different limit states (LSs); and (iii) the application of goodness-of-fit tests and information criteria to assess the validity of proposed PDFs. According to the results, the risk measures showed large variability at the extreme building LS (collapse). On the other hand, for a lower LS (service level), the measures remain similar in all the cases despite the methods selected. Further, the variability observed in the collapse response is up to two times that after eliminating data outliers. Finally, the large variability obtained with the evaluated alternative probabilistic modeling methods suggests re-opening the technical discussion over the state of the practice often used in earthquake engineering to improve the decision-making process, mitigating earthquake-induced consequences in an environmentally, economically, and socially beneficial manner.

Funder

Agencia Nacional de Investigación y Desarrollo(ANID) de Chile, ANID Doctorado Nacional 2018 Folio

ANID FONDECYT de Iniciación

the Research Center for Integrated Disaster Risk Management (CIGIDEN) ANID FONDAP

Publisher

MDPI AG

Reference48 articles.

1. Bozorgnia, Y., and Bertero, V.V. (2004). Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering, CRC Press.

2. Deierlein, G.G. (July, January 28). Overview of a Comprehensive Framework for Earthquake Performance Assessment. Proceedings of the International Workshop on Performance-Based Seismic Design—Concepts and Implementation, Bled, Slovenia.

3. A Decision Tree-Based Damage Estimation Approach for Preliminary Seismic Assessment of Reinforced Concrete Buildings;Rev. De La Construcción,2023

4. FEMA (Federal Emergency Management Agency) (2018). Seismic Performance Assessment of Buildings, FEMA P-58-1.

5. Shear Design Equation and Updated Fragility Functions for Partially Grouted Reinforced Masonry Shear Walls;Vargas;J. Build. Eng.,2022

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