Abstract
During their service life, bridge networks may be exposed to extreme events, including strong earthquakes, which pose an imminent threat to society, economy, and surrounding environment. This threat reinforces the need to implement updated sustainability assessment and optimal risk mitigation procedures. The sustainability-based seismic optimization of bridge networks considering the utility associated with cost and benefit of retrofit interventions is investigated. The ultimate aim of this framework is to reduce the extent of earthquake damage to society, economy, and environment, while simultaneously minimizing the total retrofit costs of bridge networks. The total benefit of a retrofit plan is quantified in terms of the reduction in the seismic loss during a given time interval using multiattribute utility theory. Retrofit actions associated with varying improvement levels are considered herein. A genetic algorithm based optimization procedure is adopted to determine the optimal retrofit action for each bridge within an existing bridge network.
| Original language | English |
|---|---|
| Pages (from-to) | 2255-2280 |
| Number of pages | 26 |
| Journal | Earthquake Spectra |
| Volume | 31 |
| Issue number | 4 |
| DOIs | |
| State | Published - Nov 2015 |
| Externally published | Yes |
Funding
The support from (a) the National Science Foundation through grants CMS-0639428 and CMMI-1537926, (b) the Commonwealth of Pennsylvania, Department of Community and Economic Development, through the Pennsylvania Infrastructure Technology Alliance (PITA), and (c) the U.S. Federal Highway Administration Cooperative Agreement Awards DTFH61-07-H-00040 and DTFH61-11-H-00027 is gratefully acknowledged. The opinions and conclusions presented in this paper are those of the authors and do not necessarily reflect the views of the sponsoring organizations.
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