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    Stay Cable Tension Estimation of Cable-Stayed Bridges Using Genetic Algorithm and Particle Swarm Optimization 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Seyed Ehsan Haji Agha Mohammad Zarbaf; Mehdi Norouzi; Randall J. Allemang; Victor J. Hunt; Arthur Helmicki
    Publisher: American Society of Civil Engineers
    Abstract: This study presents a methodology for estimating stay cable tensions of cable-stayed bridges using genetic algorithm (GA) and particle swarm optimization (PSO). At first, a comprehensive cable model was used to represent ...
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    Performance Comparison of Four Fiber-Reinforced Polymer Deck Panels 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 003
    Author(s): Reiner M. W. Reising; Bahram M. Shahrooz; Victor J. Hunt; Andy R. Neumann; Arthur J. Helmicki
    Publisher: American Society of Civil Engineers
    Abstract: In an effort to assess the constructability and performance of bridges with fiber-reinforced polymer (FRP) composite decks, the short-term and long-term responses of a 207 m, five-span bridge retrofitted with four different ...
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    Modal Contribution Coefficients in Bridge Condition Evaluation 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author(s): Zhengsheng Li; James A. Swanson; Arthur J. Helmicki; Victor J. Hunt
    Publisher: American Society of Civil Engineers
    Abstract: Impact modal testing combined with finite element (FE) analyses is currently being used to evaluate the condition of steel bridges in the state of Ohio. Using modal testing techniques, it is relatively easy to measure the ...
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    Development of Static-Response-Based Objective Functions for Finite-Element Modeling of Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005
    Author(s): Xiaoyi Wang; James A. Swanson; Arthur J. Helmicki; Victor J. Hunt
    Publisher: American Society of Civil Engineers
    Abstract: The basic mechanisms and procedures of finite-element (FE) modeling and calibration are briefly presented in the context of bridge condition assessment. Different physical parameters of FE models are adjusted to simulate ...
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    Development of Dynamic-Response-Based Objective Functions for Finite-Element Modeling of Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005
    Author(s): Xiaoyi Wang; James A. Swanson; Arthur J. Helmicki; Victor J. Hunt
    Publisher: American Society of Civil Engineers
    Abstract: The basic mechanism and procedures of finite-element (FE) bridge modeling and calibration are briefly presented. Different physical parameters of FE models are adjusted during the calibration process. Dynamic-response-based ...
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    Stay Force Estimation in Cable-Stayed Bridges Using Stochastic Subspace Identification Methods 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 009
    Author(s): Seyed Ehsan Haji Agha Mohammad Zarbaf; Mehdi Norouzi; Randall J. Allemang; Victor J. Hunt; Arthur Helmicki; Douglas K. Nims
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a vibration-based approach for estimating the cable tension forces in cable-stayed bridges is detailed and applied to the ambient response of the Veterans’ Glass City Skyway Bridge. First, the frequency ...
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    Structural Identification for Condition Assessment: Experimental Arts 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): A. Emin Aktan; Daniel N. Farhey; Arthur J. Helmicki; David L. Brown; Victor J. Hunt; Kuo-Liang Lee; Alper Levi
    Publisher: American Society of Civil Engineers
    Abstract: Structural identification is a powerful concept that permits rational characterizations of constructed facilities and their loading environments. Potential uses of structural identification to solve numerous problems related ...
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    Condition Assessment for Bridge Management 

    Source: Journal of Infrastructure Systems:;1996:;Volume ( 002 ):;issue: 003
    Author(s): A. Emin Aktan; Daniel N. Farhey; David L. Brown; Vikram Dalal; Arthur J. Helmicki; Victor J. Hunt; Stuart J. Shelley
    Publisher: American Society of Civil Engineers
    Abstract: Integrated analytical and experimental research, conducted for exploring objective, global condition assessment and evaluation of bridge serviceability and safety, is summarized. A related terminology with definitions for ...
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    Close Look at Construction Issues and Performance of Four Fiber-Reinforced Polymer Composite Bridge Decks 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 001
    Author(s): Reiner M. W. Reising; Bahram M. Shahrooz; Victor J. Hunt; Andy R. Neumann; Arthur J. Helmicki; Makarand Hastak
    Publisher: American Society of Civil Engineers
    Abstract: Four different fiber-reinforced polymer (FRP) panel systems were installed in a 207 m, five-span, three-lane bridge in an effort to assess the constructability, performance, and applicability of bridges with fiber-reinforced ...
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    Overview of a Modal-Based Condition Assessment Procedure 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004
    Author(s): Xiaoyi Wang; Scott Kangas; Divyachapan Padur; Lei Liu; James A. Swanson; Arthur J. Helmicki; Victor J. Hunt
    Publisher: American Society of Civil Engineers
    Abstract: Condition assessment is a term that is used to describe the process of characterizing the physical condition of constructed systems. This paper summarizes a condition assessment (CA) procedure based on a complete system ...
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