Details
| Titel in Übersetzung | Vibration reduction of a pontoon dock in Bremerhaven |
|---|---|
| Originalsprache | Deutsch |
| Seiten (von - bis) | 539-545 |
| Seitenumfang | 7 |
| Fachzeitschrift | Bauingenieur |
| Jahrgang | 84 |
| Ausgabenummer | 12 |
| Publikationsstatus | Veröffentlicht - 1 Dez. 2009 |
Abstract
Ships passing a pontoon dock in Bremerhaven led to large oscillations of the pontoons which caused damage and thus did not allow a safe use of the pontoons. The oscillations result from the dynamical loading of the floating structure due to the wake of passing ships which results in waves of known magnitude and wave length. These oscillations were damped by perforated plates which were mounted underneath the pontoons. The associated investigation and the applied mechanical model is summarized in this contribution.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
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in: Bauingenieur, Jahrgang 84, Nr. 12, 01.12.2009, S. 539-545.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Schwingungsreduktion einer Pontonanlage in Bremerhaven
AU - Wriggers, Peter
AU - Avci, Bircan
AU - Woltering, S.
PY - 2009/12/1
Y1 - 2009/12/1
N2 - Ships passing a pontoon dock in Bremerhaven led to large oscillations of the pontoons which caused damage and thus did not allow a safe use of the pontoons. The oscillations result from the dynamical loading of the floating structure due to the wake of passing ships which results in waves of known magnitude and wave length. These oscillations were damped by perforated plates which were mounted underneath the pontoons. The associated investigation and the applied mechanical model is summarized in this contribution.
AB - Ships passing a pontoon dock in Bremerhaven led to large oscillations of the pontoons which caused damage and thus did not allow a safe use of the pontoons. The oscillations result from the dynamical loading of the floating structure due to the wake of passing ships which results in waves of known magnitude and wave length. These oscillations were damped by perforated plates which were mounted underneath the pontoons. The associated investigation and the applied mechanical model is summarized in this contribution.
UR - http://www.scopus.com/inward/record.url?scp=73649142384&partnerID=8YFLogxK
M3 - Artikel
AN - SCOPUS:73649142384
VL - 84
SP - 539
EP - 545
JO - Bauingenieur
JF - Bauingenieur
SN - 0005-6650
IS - 12
ER -