Performance assessment of reinforced concrete bridges under the multi-hazard conditions and climate change effects

dc.contributor.advisor Azadeh A. Alipour
dc.contributor.author Fioklou, Ameh
dc.contributor.department Department of Civil, Construction and Environmental Engineering
dc.date 2020-02-12T22:54:51.000
dc.date.accessioned 2020-06-30T03:20:08Z
dc.date.available 2020-06-30T03:20:08Z
dc.date.copyright Thu Aug 01 00:00:00 UTC 2019
dc.date.embargo 2021-05-02
dc.date.issued 2019-01-01
dc.description.abstract <p>The National Bridge Inventory (NBI) database indicates that approximately 500,000 out of 600,000 bridges in the United States (U.S.) are located over rivers and streams. As such, their foundations are constantly exposed to the erosive action of the flowing water. In addition, the projected change in the river hydrologic regime raises concerns about bridges stability failures with adverse consequences such as a traffic disruption and significant socio-economic loss. Statistical evaluation of bridge failure causes suggests that flood-induced foundation scour is the leading cause of failure in the U.S. and around the world. Moreover, as regionally distributed infrastructure systems, bridges are exposed to natural hazards such as earthquakes. Understanding how the presence of flood-induced scour affects the dynamic performance of bridge structures will lead to their resilient design. Furthermore, evidence on the climate change suggests that transportation infrastructure will be forced to operate in conditions out of their design range as flood events exceeding current 100- and 500-year design floods will become frequent. Recent disruptions in the transportation network due to flooding events highlight the importance of considering the increased likelihood of extreme flood events in design and hazard mitigation.</p> <p>The objective of this dissertation is to assess the performance of highway bridges considering extreme flood-induced scour in the context of multi-hazard scenarios, then develop cost-effective adaptation strategies to mitigate the impact of climate change on bridges. To achieve these goals, a vulnerability assessment was conducted through a probabilistic-based approach by utilizing fragility functions. Furthermore, a framework is proposed to assist transportation decision-makers face with large uncertainties imposed by climate change. This framework is based on scenario planning and provides decision-makers with guidelines for economic analysis of the impact of climate change on bridges.</p>
dc.format.mimetype application/pdf
dc.identifier archive/lib.dr.iastate.edu/etd/17678/
dc.identifier.articleid 8685
dc.identifier.contextkey 16524685
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath etd/17678
dc.identifier.uri https://dr.lib.iastate.edu/handle/20.500.12876/31861
dc.language.iso en
dc.source.bitstream archive/lib.dr.iastate.edu/etd/17678/Fioklou_iastate_0097E_18115.pdf|||Fri Jan 14 21:27:12 UTC 2022
dc.subject.disciplines Civil Engineering
dc.subject.keywords Climate Change
dc.subject.keywords Earthquake
dc.subject.keywords Multiple hazard
dc.subject.keywords Scenario planning
dc.subject.keywords Scour countermeasures
dc.subject.keywords Variable scour
dc.title Performance assessment of reinforced concrete bridges under the multi-hazard conditions and climate change effects
dc.type dissertation
dc.type.genre dissertation
dspace.entity.type Publication
relation.isOrgUnitOfPublication 933e9c94-323c-4da9-9e8e-861692825f91
thesis.degree.discipline Civil Engineering
thesis.degree.level dissertation
thesis.degree.name Doctor of Philosophy
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