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- W562292147 abstract "Loads from pedestrians are particularly important for footbridges with natural frequencies close to footfall frequencies of moving pedestrians. Recorded response data from Aberfeldy Bridge, an advanced composite material footbridge in Scotland, reveals both vertical and lateral response components. No provision is made in existing codes of practice for the calculations of actual dynamic responses of pedestrian footbridges to lateral pedestrian-induced load. The aim was to develop a workable pacing frequency dependent lateral load model, to be used in conjunction with existing vertical load models, to account for such lateral excitation. This is done by correlation of the measured bridge dynamic response with results of simulations where a validated numerical model has been utilized. This paper first describes the modeling techniques used to correlate the modal properties of the finite element model with the real structure. Next, the modeling and transient solution strategies used to simulate the vertical footbridge response at different pacing frequencies are compared to actual bridge measurements to good effect. Lastly, a structure for the form of the lateral load model required to capture pacing frequency dependent lateral effects is proposed." @default.
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- W562292147 date "2003-01-01" @default.
- W562292147 modified "2023-09-26" @default.
- W562292147 title "Recent Developments In Bridge Engineering" @default.
- W562292147 doi "https://doi.org/10.4324/9780203017876" @default.
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