Full-scale measurements on the Erasmus Bridge after rain/wind induced cable vibrations

In November 1996, the Erasmus bridge was subjected to the phenomenon “rain/wind induced vibrations”. Under rain and windy weather the stay-cables started to vibrate. During this incident the bridge was closed for all traffic while the stay-cables were immediately connected to the bridge deck by poly-ethyleen ropes, whereafter the vibrations quickly died out. A full-scale test-campaign was initiated by the Public Works of Rotterdam to avoid cable vibrations in future resulting in newly installed hydraulic dampers between cables and bridge deck. A preliminary monitoring system was installed to verify whether the dampers did not introduce negative effects on the vibrational behaviour of the bridge deck itself and to verify the vibrational amplitudes due to vortex-excitation as predicted by wind tunnel tests. Up till now, vibrations of any importance have not been reported.

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Publication Details

Published
2026-02-12
DOI
https://doi.org/10.1201/9781003761891-44
Citations
20
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
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article

Full-scale measurements on the Erasmus Bridge after rain/wind induced cable vibrations

K. Noorlander, A.J. Persoon
20 citations
Structural Engineering and Vibration Analysis
article

Full-scale measurements on the Erasmus Bridge after rain/wind induced cable vibrations

K. Noorlander, A.J. Persoon
article en
20 citations

Abstract

In November 1996, the Erasmus bridge was subjected to the phenomenon “rain/wind induced vibrations”. Under rain and windy weather the stay-cables started to vibrate. During this incident the bridge was closed for all traffic while the stay-cables were immediately connected to the bridge deck by poly-ethyleen ropes, whereafter the vibrations quickly died out. A full-scale test-campaign was initiated by the Public Works of Rotterdam to avoid cable vibrations in future resulting in newly installed hydraulic dampers between cables and bridge deck. A preliminary monitoring system was installed to verify whether the dampers did not introduce negative effects on the vibrational behaviour of the bridge deck itself and to verify the vibrational amplitudes due to vortex-excitation as predicted by wind tunnel tests. Up till now, vibrations of any importance have not been reported.

Netherlands Aerospace Centre (NL), Public Works (GB)
Affordable and clean energy
Openalex Percentile: Top 97%
Structural Engineering and Vibration Analysis
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