End-to-End Seismic Risk Analysis Framework for the Identification of Infrastructure Network Retrofits
Abstract/Contents
- Abstract
Lifeline infrastructure network functionality is key for community operation and
safety, especially after natural disasters, such as earthquakes. Thus, this dissertation discusses seismic risk analysis of distributed lifeline infrastructure networks and
mitigation strategies informed by this risk analysis to limit the impacts of future
earthquakes. First, this thesis proposes an end-to-end framework that encompasses
seismic hazard characterization, network performance estimation, and network component retrofit selection. This thesis proceeds to analyze and propose methods within
each of these modules to maximize fidelity while maintaining computational palatability for application to large complex networks. A comparative analysis of techniques
for the simulation of ground motion amplitude fields is performed to determine the
optimal method. The results designate Circulant Embedding to be a computationally superior method and identify trade-offs in terms of computational efficiency and
applicability with other techniques. Then, risk informed heuristics for network component retrofit selection are proposed and evaluated against existing methods. The
findings demonstrate that the proposed risk informed metrics combined with existing
heuristics—specifically, the Tempered Pipe Participation Factor combined with the
Risk Achievement Worth—yield superior retrofit selection, indicating the value of the
integration of risk analysis to pipe importance estimation. Finally, statistical learning
techniques are applied to the estimation of network performance, and their potential
to be a computationally efficient supplement or replacement of physics based models is evaluated. This work identifies a strategy that may adequately estimate network
performance at a fraction of the computational expense compared to full physical
models. Ultimately, this dissertation contributes to the large body of research regarding the reliability of lifeline infrastructure networks exposed to natural hazards.
The framework established here provides a foundation for risk informed mitigation
strategies for real life complex networks in pursuit of resilient communities.
Description
Type of resource | text |
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Date created | May 2020 |
Creators/Contributors
Author | Wu, J | |
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Author | Baker, JW |
Subjects
Subject | Civil & Environmental Engineering |
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Subject | Stanford School of Engineering |
Subject | Structural Engineering & Geomechanics |
Subject | Blume Earthquake Engineering Center |
Subject | lifeline infrastructure network |
Subject | risk analysis |
Subject | Circulant Embedding |
Subject | heuristics |
Subject | Tempered Pipe Participation Factor |
Subject | Risk Achievement Worth. |
Genre | Technical report |
Bibliographic information
Location | |
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Location | https://purl.stanford.edu/pd168xb2523 |
Access conditions
- Use and reproduction
- User agrees that, where applicable, content will not be used to identify or to otherwise infringe the privacy or confidentiality rights of individuals. Content distributed via the Stanford Digital Repository may be subject to additional license and use restrictions applied by the depositor.
- License
- This work is licensed under a Creative Commons Attribution 3.0 Unported license (CC BY).
Preferred citation
- Preferred Citation
Wu, J and Baker, JW . (2020). End-to-End Seismic Risk Analysis Framework for the Identification of
Infrastructure Network Retrofits. Blume Earthquake Engineering Center Technical Report 204. Stanford Digital Repository. Available at: https://purl.stanford.edu/pd168xb2523
Collection
John A. Blume Earthquake Engineering Center Technical Report Series
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- Contact
- blumecenter@stanford.edu
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