Vibrational Behavior of Continuous Span Highway Bridge—Influencing Variables

Kou, Jine-Wen; DeWolf, John T.

doi:10.1061/(asce)0733-9445(1997)123:3(333)

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Introduction3

Dynamic Equation Of Bridge-vehicle Interaction System During1

Cause Of Excessive Vibrations1

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Cited by 46 publications

(18 citation statements)

References 4 publications

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“…A few three-dimensional analytical models for the bridgevehicle interaction system have also been developed (e.g. Mulcahy 1983, Kou and DeWolf 1997, Huang and Wang 1998, Kim et al 2005, Lee et al 2006.…”

Section: Dynamic Equation Of Bridge-vehicle Interaction System Duringmentioning

confidence: 99%

Seismic responses of a highway viaduct considering vehicles of design live load as dynamic system during moderate earthquakes

Kim

Kawatani

Konaka

et al. 2011

Structure and Infrastructure Engineering

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Section: Dynamic Equation Of Bridge-vehicle Interaction System Duringmentioning

confidence: 99%

Seismic responses of a highway viaduct considering vehicles of design live load as dynamic system during moderate earthquakes

Kim

Kawatani

Konaka

et al. 2011

Structure and Infrastructure Engineering

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“…Yang et al [14] discussed the e!ects of the speed parameter, the vehicle/bridge frequency ratio, and damping of the bridge and road roughness on the impact factors. The in#uencing parameters on the dynamic behavior of a three-dimensional bridge are studied by Kou and Dewolf [15] using the "nite-element method.…”

Section: Introductionmentioning

confidence: 99%

Dynamic Load on Continuous Multi-Lane Bridge Deck From Moving Vehicles

Zhu¹,

Law²

2002

Journal of Sound and Vibration

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“…In an additional analytical study of the same bridge [5], an extensive finite element analysis was used to conduct parametric studies to demonstrate the influence of different variables on the vibration performance of the bridge. The dynamic analysis was carried out for both two and three axle trucks, as specified in bridge design codes.…”

Section: Cause Of Excessive Vibrationsmentioning

confidence: 99%

Monitoring Bridge Performance

DeWolf

Lauzon

Culmo

2002

Structural Health Monitoring

Self Cite

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Researchers and engineers at the University of Connecticut and the Connecticut Department of Transportation have been using non-destructive field monitoring to evaluate a variety of bridges in the State. This has been done to answer questions on the performance of existing bridges, refine techniques needed to evaluate different bridge components, and develop approaches that can be used to provide a continuous picture of a bridge's structural integrity. This paper reports on some of the lessons learned in this continuing research. The field monitoring studies have supplemented the regularly scheduled visual inspection program. Without field data, it would be necessary to use simplified, conservative assumptions to define the actual behavior. The field monitoring efforts have resulted in savings to the state by eliminating or reducing the scope of planned renovations and replacements. This paper shows the need and benefits in using non-destructive evaluation to determine structural health.

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Vibrational Behavior of Continuous Span Highway Bridge—Influencing Variables

Cited by 46 publications

References 4 publications

Seismic responses of a highway viaduct considering vehicles of design live load as dynamic system during moderate earthquakes

Seismic responses of a highway viaduct considering vehicles of design live load as dynamic system during moderate earthquakes

Dynamic Load on Continuous Multi-Lane Bridge Deck From Moving Vehicles

Monitoring Bridge Performance

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