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    Cable-Stayed Bridges: Case Study for Ambient Vibration-Based Cable Tension Estimation 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 006
    Author(s): Kangas; Helmicki; Hunt; Sexton; Swanson
    Publisher: American Society of Civil Engineers
    Abstract: A cable-stayed bridge recently constructed by the Ohio Department of Transportation incorporates measures put forth by a Federal Highway Administration study to mitigate stay motion. In following recent trends, the stays ...
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    Control-Oriented Modeling of Distributed Parameter Systems 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1992:;volume( 114 ):;issue: 003:;page 339
    Author(s): A. J. Helmicki; C. A. Jacobson; C. N. Nett
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper the use of linear, time-invariant, distributed parameter systems (LTI-DPS) as models of physical processes is considered from a control viewpoint. Specifically, recent theoretical ...
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    Automated Ice Inference and Monitoring on the Veterans’ Glass City Skyway Bridge 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 006
    Author(s): Kumpf; Helmicki; D. K.; Nims; M.ASCE; Hunt; Agrawal
    Publisher: American Society of Civil Engineers
    Abstract: Under certain weather conditions, the Veterans’ Glass City Skyway (VGCS) Bridge in Toledo, Ohio, accumulates ice on the stay sheaths in such a way that has led to large fragments falling into traffic lanes. To aid the Ohio ...
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    A Case Study on Multilane Roundabout Capacity Evaluation Using Computer Vision and Deep Learning 

    Source: Journal of Computing in Civil Engineering:;2022:;Volume ( 036 ):;issue: 003:;page 05022001
    Author(s): Pranav Khekare; Sai Bonthu; Victor Hunt; Arthur Helmicki; Kevin Lee
    Publisher: ASCE
    Abstract: Modern roundabouts are popular intersection control designs in many countries and are increasingly popular in the United States. Roundabouts facilitate reduced vehicle delays with naturally optimized conflict resolution ...
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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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    Use of Construction Stages to Review a Bridge Finite-Element Model 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 008
    Author(s): P. S.; Nimse; D. K.; Nims; V. J.; Hunt; A. J.; Helmicki
    Publisher: American Society of Civil Engineers
    Abstract: The Veterans’ Glass City Skyway (VGCS) is a posttensioned concrete segmental cable-stayed bridge in Toledo, Ohio. The baseline analytical model of the bridge was reviewed using the measured response to construction loads ...
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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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