Abstract

Making communities safer requires better tools to identify, quantify, and manage risks. Among the most important tools are stress tests, originally designed to test the risk posed by nuclear power plants. A complementary harmonized multilevel stress test for nonnuclear civil infrastructure systems against natural hazards is proposed. Each stress test level is characterized by a different scope and a different level of risk analysis complexity to suit different civil infrastructure systems, different hazards, and different risks. The stress test consists of the following phases. First, the goals and the methods for the risk analysis are defined. The test is then performed at the component and system levels, followed by a verification of the findings. A penalty system is defined to adjust the output of the risk assessment according to the limitations of the risk analysis methods used. The adjusted risk assessment results are then passed to a grading system to determine the outcome of the stress test. Finally, the risk assessment results are reported, and the stress test outcomes are communicated to stakeholders and authorities.

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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 work presented in this paper was conducted within the project “STREST: Harmonized approach to stress tests for civil infrastructures against natural hazards” funded by the European Community’s Seventh Framework Programme under Grant Agreement No. 603389. The authors gratefully acknowledge this funding. The authors acknowledge the contributions of the STREST Work Package leaders, Mr. Peter Zwicky, Prof. Fabrice Cotton, Prof. Iunio Iervolino, Prof. Kyriazis Pitilakis, Dr. Fabio Taucer, and Dr. Sotirios Argyroudis. The methods, results, opinions, findings, and conclusions presented in this paper are those of the authors and do not necessarily reflect the views of the European Commission.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 26Issue 1March 2020

History

Received: May 2, 2018
Accepted: Jul 9, 2019
Published online: Dec 19, 2019
Published in print: Mar 1, 2020
Discussion open until: May 19, 2020

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Simona Esposito [email protected]
Swiss Re Management Ltd., Mythenquai 50/60, Zürich 8022, Switzerland; formerly, Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zürich, Stefano-Franscini-Platz 5, Zürich 8093, Switzerland (corresponding author). Email: [email protected]
Professor, Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH) Zürich, Zürich 8093, Switzerland. ORCID: https://orcid.org/0000-0002-1713-1977
Anže Babič
Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Ljubljana 1000, Slovenia.
Matjaž Dolšek
Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Ljubljana 1000, Slovenia.
Sarfraz Iqbal
Dept. of Informatics, Faculty of Technology, Linnaeus Univ., Växjö 3041, Sweden; formerly, Istituto Nazionale di Geofisica e Vulcanologia, Sezione di Bologna, Bologna 40100, Italy.
Istituto Nazionale di Geofisica e Vulcanologia, Sezione di Bologna, Bologna 40100, Italy. ORCID: https://orcid.org/0000-0001-6263-6934
Marco Broccardo
Swiss Competence Centers for Energy Research, Swiss Federal Institute of Technology (ETH) Zürich, Zürich 8093, Switzerland.
Institute of Geophysics, Swiss Federal Institute of Technology (ETH) Zürich, Zürich 8093, Switzerland. ORCID: https://orcid.org/0000-0002-2167-7534
Domenico Giardini [email protected]
Formerly, Professor, Institute of Geophysics, Swiss Federal Institute of Technology (ETH) Zürich, Zürich 8093, Switzerland. Email: [email protected]

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