Wind-induced Vibrations in the European Court Towers

Jannick B. Hansen, Rune Brincker, Ken G. Andersen, Steffen Andersen, Christos T. Georgakis

Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

Abstract

Issues regarding occupancy comfort in vibration-sensitive structures are the motivation of this study concerning windinduced vibrations in the European Court Towers in Luxembourg. In one of the two identical towers tuned liquid dampers (TLD) have been installed. Recent studies investigate the changes in the dynamic behavior of the artificially damped tower, before and after the activation of TLD's. This paper widens these investigations and exploits the benefit of having two similar full-scale structures with dissimilar damping characteristics. The main subject of interest in the investigation is the difference in vibration level as well as the modal damping ratios of the towers at various excitation levels. The experimental measurements that form the basis of this paper were conducted during a period of two weeks in the fall of 2010. The modal parameters are extracted using operational modal analysis at different wind speeds and directions. This paper presents the experimental setup and the results of the analysis regarding the differences in response and modal damping ratios of the two towers under varying excitation levels.
Original languageEnglish
Title of host publicationProceedings of the SEM IMAC XXX Conference
Publication date2012
Publication statusPublished - 2012
EventSEM IMAC XXX Conference - Jacksonville, FL USA
Duration: 1 Jan 2012 → …
Conference number: 30

Conference

ConferenceSEM IMAC XXX Conference
Number30
CityJacksonville, FL USA
Period01/01/2012 → …

Cite this

Hansen, J. B., Brincker, R., Andersen, K. G., Andersen, S., & Georgakis, C. T. (2012). Wind-induced Vibrations in the European Court Towers. In Proceedings of the SEM IMAC XXX Conference http://sem.org/CONF-IMAC-TOP.asp