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    Discrete Frequency Models: A New Approach to Temporal Analysis 

    Source: Journal of Vibration and Acoustics:;2001:;volume( 123 ):;issue: 001:;page 98
    Author(s): Douglas E. Adams; Randall J. Allemang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Forced vibration responses of nonlinear systems contain harmonics of the excitation frequency. These harmonics are either directly forced or are subharmonic, superharmonic, or combination resonances. ...
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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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    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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