• Login
    View Item 
    •   Home
    • UA Graduate and Undergraduate Research
    • UA Theses and Dissertations
    • Dissertations
    • View Item
    •   Home
    • UA Graduate and Undergraduate Research
    • UA Theses and Dissertations
    • Dissertations
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Browse

    All of UA Campus RepositoryCommunitiesTitleAuthorsIssue DateSubmit DateSubjectsPublisherJournalThis CollectionTitleAuthorsIssue DateSubmit DateSubjectsPublisherJournal

    My Account

    LoginRegister

    About

    AboutUA Faculty PublicationsUA DissertationsUA Master's ThesesUA Honors ThesesUA PressUA YearbooksUA CatalogsUA Libraries

    Statistics

    Most Popular ItemsStatistics by CountryMost Popular Authors

    Fragility Analysis of Instream Bridges Subjected to Flood and Scour

    • CSV
    • RefMan
    • EndNote
    • BibTex
    • RefWorks
    Thumbnail
    Name:
    azu_etd_18445_sip1_m.pdf
    Size:
    10.00Mb
    Format:
    PDF
    Download
    Author
    Ahamed, Touhid
    Issue Date
    2020
    Keywords
    Flood-fragility analysis
    Fragility surface
    Geotechnical uncertainties
    Outlier identification
    Reliability analysis
    Scour monitoring
    Advisor
    Jo, Hongki
    
    Metadata
    Show full item record
    Publisher
    The University of Arizona.
    Rights
    Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction, presentation (such as public display or performance) of protected items is prohibited except with permission of the author.
    Abstract
    Bridges are one of the critical civil infrastructures -- due to its significance to a nation's economy and the safety of the traveling public. However, according to the ASCE Infrastructure Report Card 2017, the United States' overall bridge infrastructure received a score 'C+' for its structural condition. Most of the bridges in the United States collapse due to floods, and there are many scour critical old bridges in the inventory. During floods, scours around piers weaken the capacity of foundations, and stream pressure leads to bridges' failure. Along with the scouring and stream pressure, other two important flood associated factors are debris accumulation and change in flow direction, which are found to have a significant role in bridges' failures. Flood vulnerability analysis is essential for making repair, maintenance, and replacement decision in a rational way to maximize the utilities of limited resources. The current flood vulnerability assessment method of bridges is based on visual inspection hence subjective in nature, which does not consider associated uncertainties. Numerical flood fragility analysis, in the literature, still in the development stage and does not comprehensively account for essential components of a bridge-river system. Moreover, the current scour monitoring techniques lack a reliable, real-time scour monitoring technology. This study proposes a comprehensive fragility analysis framework that can effectively incorporate both flow hydraulics and geotechnical uncertainties, in addition to commonly considered components in flood-fragility analysis of bridges. The significance of flow hydraulics and geotechnical uncertainties has been demonstrated through real-bridge case studies. Conventional fragility curves with maximum scour depth may not represent actual vulnerability during floods, as the scour may not reach maximum in many cases. Therefore, fragility surface with two intensity measures, i.e., flow discharges and scour depths, is introduced for real-time vulnerability assessment during floods. A reliable, real-time scour monitoring using sonar sensors is proposed to use the results of fragility surface. Sonar signals' characteristics under turbid water condition are studied in the laboratory setup and machine learning based algorithms are proposed for the processing of sonars' signal. The proposed methods identify outliers, replace the outlying values and missing values, and fuse sensors' data to achieve significant improvement in the data quality. Evaluation of performance showed the promise and robustness of the proposed method over traditional statistical methods.
    Type
    text
    Electronic Dissertation
    Degree Name
    Ph.D.
    Degree Level
    doctoral
    Degree Program
    Graduate College
    Civil Engineering
    Degree Grantor
    University of Arizona
    Collections
    Dissertations

    entitlement

     
    The University of Arizona Libraries | 1510 E. University Blvd. | Tucson, AZ 85721-0055
    Tel 520-621-6442 | repository@u.library.arizona.edu
    DSpace software copyright © 2002-2017  DuraSpace
    Quick Guide | Contact Us | Send Feedback
    Open Repository is a service operated by 
    Atmire NV
     

    Export search results

    The export option will allow you to export the current search results of the entered query to a file. Different formats are available for download. To export the items, click on the button corresponding with the preferred download format.

    By default, clicking on the export buttons will result in a download of the allowed maximum amount of items.

    To select a subset of the search results, click "Selective Export" button and make a selection of the items you want to export. The amount of items that can be exported at once is similarly restricted as the full export.

    After making a selection, click one of the export format buttons. The amount of items that will be exported is indicated in the bubble next to export format.