Please use this identifier to cite or link to this item: http://dx.doi.org/10.18419/opus-4479
Authors: Bestle, Dieter
Schiehlen, Werner
Title: Optimal damping of multi-story buildings under wind excitation
Issue Date: 1994
metadata.ubs.publikation.typ: Konferenzbeitrag
metadata.ubs.publikation.source: Schuëller, Gerhart I. (Hrsg.): Structural safety & reliability. 3. Rotterdam : Balkema, 1994. - ISBN 90-5410-379-5, S. 1699-1702
URI: http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-77393
http://elib.uni-stuttgart.de/handle/11682/4496
http://dx.doi.org/10.18419/opus-4479
Abstract: Wind excited vibrations of high-rise buildings can be reduced by installing additional damping devices like tuned mass dampers. The design of tuned mass dampers on different levels of the building is performed via a computer-aided modeling and design approach. A multi body system model is used for describing the dynamic behavior of the structure and the problem of optimizing the parameters of the damping devices is formulated as a nonlinear programming problem. An application to a building of the University of Stuttgart shows that optimal designs with minimal accelerations of the building can easily be obtained.
Appears in Collections:07 Fakultät Konstruktions-, Produktions- und Fahrzeugtechnik

Files in This Item:
File Description SizeFormat 
schi32.pdf859,34 kBAdobe PDFView/Open


Items in OPUS are protected by copyright, with all rights reserved, unless otherwise indicated.