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Advances in Bridge Engineering

Table 5 Comparison of serviceability response experimentally recorded and serviceability response predicted by the methodology at a footbridge over Hringbraut, (Reykjavik, Iceland), where ped. corresponds to pedestrian

From: Guidance for footbridge design: a new simplified method for the accurate evaluation of the structural response in serviceability conditions

 

Experimentally recorded a v

Proposed method a v

1 ped. 2.06Hz

0.38 m/s2

0.37 m/s2

2 ped. 2.06Hz

0.71 m/s2

0.74 m/s2

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