Abstract

The quest to answer the longstanding question of how safe is safe enough has led to an evolution of design philosophies. The traditional philosophy has been based on ensuring that system capacity exceeds demand. This philosophy has been manifested in such design methods as allowable stress design (ASD) and load and resistance factor design (LRFD). The level of safety in these methods is commonly calibrated to the acceptable practice using structural reliability methods. Such an approach to design aims to balance life safety and construction costs and works relatively well for service loads under which strength is nearly always a sufficient representative of system capacity. Under extreme loads, however, not only do factors such as ductility or energy-dissipation capacity come into play, but also the consequences of failure are vastly larger and may go beyond the failure site. For this reason, the more modern design philosophy of performance-based design emerged. According to this philosophy, a system is designed to meet a target performance, defined by limits on its performance metrics. These metrics were initially defined on structural responses, such as deformations and accelerations, and later evolved into risk measures based on monetary loss, downtime, and casualties. This philosophy is gradually making its way into modern design codes. Typical performance-based criteria focus primarily on what transpires during extreme loads. The need to incorporate the recovery of the system after such events has prompted the design philosophy to make another leap into resilience-based design (RBD). Resilience is defined herein as the ability to recover, within a predetermined period of time, in the aftermath of extreme events. Resilience transcends risk, i.e., a resilience analysis incorporates not only a risk analysis but also a recovery analysis. This paper provides a review of RBD in continuation of PBD and further introduces various applications of RBD into the design and assessment of civil infrastructure. The review covers the state of the art in resilience quantification approaches and associated computational platforms.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The first author gratefully acknowledges Iran’s National Elites Foundation for a postdoctoral fellowship (No. 7000/10139) at Sharif University of Technology. The second author also thanks Sharif University of Technology for Grant No. QA990102. The third author appreciates the National Natural Science Foundation of China for Grant No. 51908324. The fourth author thanks the Science and Technology Commission of Shanghai Municipality for Grant No. 18DZ1205902.

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ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 8Issue 1March 2022

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Published online: Nov 3, 2021
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Discussion open until: Apr 3, 2022

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Postdoctoral Researcher, Center for Infrastructure Sustainability and Resilience Research, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 145888-9694, Iran. ORCID: https://orcid.org/0000-0002-3885-5050. Email: [email protected]
Associate Professor, Center for Infrastructure Sustainability and Resilience Research, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 145888-9694, Iran (corresponding author). ORCID: https://orcid.org/0000-0001-7192-0881. Email: [email protected]
Associate Professor, School of Civil Engineering, Tsinghua Univ., Beijing 100084, China. Email: [email protected]
Associate Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. ORCID: https://orcid.org/0000-0002-0363-9702. Email: [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. ORCID: https://orcid.org/0000-0003-2692-241X. Email: [email protected]
Hongwei Huang, Ph.D., Aff.M.ASCE [email protected]
Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
P.E.
Professor, Engineering Mechanics and Infrastructures, Simpson Gumpertz & Heger, Inc., 480 Totten Pond Rd., Waltham, MA 02453. ORCID: https://orcid.org/0000-0002-9089-0988. Email: [email protected]

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