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    Reference-Free Dynamic Distributed Monitoring of Damage in Multispan Bridges 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020292
    Author(s): Elias Abdoli Oskoui; Todd Taylor; Farhad Ansari
    Publisher: ASCE
    Abstract: The work presented pertains to the development and application of a damage detection method in bridges by use of distributed fiber-optic sensors. It utilizes the dynamic mode of the Brillouin optical time-domain analysis ...
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    Method and Theory for Conversion of Distributed Fiber-Optic Strains to Crack Opening Displacements 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 012:;page 04022072
    Author(s): Maurizio Morgese; Yu Ying; Todd Taylor; Farhad Ansari
    Publisher: ASCE
    Abstract: A new method for conversion of the distributed strain measurements to crack opening displacements (CODs) in structural elements is introduced. A hybrid approach involving theoretical and experimental strain distribution ...
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    Distributed Operational Modal Analysis of Multispan Bridges 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 005:;page 04025016-1
    Author(s): Maurizio Morgese; Chengwei Wang; Todd Taylor; Farhad Ansari
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for estimating the mode shapes of multispan structures based on the distributed optical fiber strain sensors. The dynamic mode decomposition method was employed to decompose the spatial–temporal strain ...
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    Detection of Tension Loss in Cables of Cable-Stayed Bridges by Distributed Monitoring of Bridge Deck Strains 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Ebrahim Nazarian; Farhad Ansari; Xiaotan Zhang; Todd Taylor
    Publisher: American Society of Civil Engineers
    Abstract: Development of a simplified approach for monitoring the cables of cable-stayed bridges is described in this article. The method introduced in this paper uses the distributed measurement of strains along the bridge deck to ...
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    Detection of Tension Loss in Cables of Cable-Stayed Bridges by Distributed Monitoring of Bridge Deck Strains 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Ebrahim Nazarian; Farhad Ansari; Xiaotan Zhang; Todd Taylor
    Publisher: American Society of Civil Engineers
    Abstract: Development of a simplified approach for monitoring the cables of cable-stayed bridges is described in this article. The method introduced in this paper uses the distributed measurement of strains along the bridge deck to ...
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    Virtual Reference Approach for Dynamic Distributed Sensing of Damage in Large Structures 

    Source: Journal of Aerospace Engineering:;2017:;Volume ( 030 ):;issue: 002
    Author(s): Saeed Karim Babanajad; Yage Zhan; Todd Taylor; Farhad Ansari
    Publisher: American Society of Civil Engineers
    Abstract: A reference-free damage detection method based on distributed monitoring of strains in large structural systems is introduced. The method employs the dynamic distributed strain data to formulate its own virtual reference ...
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    Stress–Strain Response of Optical Fibers in Direct Tension 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 007:;page 04023037-1
    Author(s): Maurizio Morgese; Chengwei Wang; Yu Ying; Todd Taylor; Farhad Ansari
    Publisher: American Society of Civil Engineers
    Abstract: Stress-strain response of optical fibers in direct tension is introduced in this article. The research involved direct tension tests of optical fibers and development of theoretical relationships describing the tensile ...
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    Distributed Detection and Quantification of Cracks in Operating Large Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001:;page 04023101-1
    Author(s): Maurizio Morgese; Chengwei Wang; Todd Taylor; Mahmoud Etemadi; Farhad Ansari
    Publisher: ASCE
    Abstract: A bridge monitoring approach is proposed for the distributed detection and quantification of crack opening displacements (CODs) along the lengths of large bridges. The proposed method does not require a priori knowledge ...
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