Technical Papers
Apr 9, 2020

Computational Evaluation of the Functional Loss and Recovery of Individual Buildings

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 3

Abstract

A community’s resilience relies on the resilience of its infrastructure systems and the many individual buildings that form the built environment. In evaluating the resilience of an individual building, it is fundamental to quantitatively define its functionality. In this paper, the functionality and its variation of a seismically based-isolated building after a rainstorm is quantitatively assessed using a component-based framework. The overall functionality of the building is taken as the weighted average of several primary functions, which are further divided into subfunctions. Each subfunction is related to a group of nonstructural components (NCs), many of which are supported by urban utilities. Hence, the quantitative functionality is correlated with the performance of specific NCs and utilities, the damage to which can be estimated through fragility analysis in a hazardous event. The observed damage to the NCs in the building of concern following a rainstorm and their realistic recovery process were recorded and used as input in the framework. The results show that a facility that is deemed to be highly resilient to a specific hazard could exhibit poor resilience to another type of hazard and that the resilience to a particular hazard could be readily enhanced if only the hazard were anticipated.

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Data Availability Statement

Some data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. They include all collected questionnaires, all random samples of the collected answers and the corresponding results of TrueSkill ranking, full dependency matrices used in the study, observed loss of NCs and utilities of the building of concern during the rainstorm, and all resilience curves.

Acknowledgments

This research was sponsored by the Scientific Research Fund of the Institute of Engineering Mechanics, China Earthquake Administration (2018C01), and a general program of the National Natural Science Foundation of China (51878629). Their financial support is appreciated.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 3June 2020

History

Received: Mar 14, 2019
Accepted: Dec 2, 2019
Published online: Apr 9, 2020
Published in print: Jun 1, 2020
Discussion open until: Sep 9, 2020

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Authors

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Professor, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Sanhe, Hebei 065201, China (corresponding author). ORCID: https://orcid.org/0000-0002-6368-2147. Email: [email protected]
Engineer, China Jinmao Holdings Group Ltd., NEO Bldg., Futian District, Shenzhen, Guangdong 518042, China. Email: [email protected]
Ph.D. Student, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Sanhe, Hebei 065201, China. Email: [email protected]

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