Experimental modal analysis using ambient vibration

verfasst von

E. Luz, J. Wallaschek

Abstract

An experimental modal analysis technique is derived using the theory of stationary random vibrations. This method does not require an artificial excitation of the structure under investigation and is based only on velocity measurements. It is well suited for applications to large-scale structures such as high-rise buildings, towers or bridges. Experimental results are given for a twelve story lift-slab-building, for a church tower and for a single span railway bridge.

Externe Organisation(en)

Technische Universität Darmstadt
Universität Stuttgart

Typ

Artikel

Journal

The International journal of analytical and experimental modal analysis

Band

7

Seiten

29-39

Anzahl der Seiten

11

ISSN

0886-9367

Publikationsdatum

01.1992

Publikationsstatus

Veröffentlicht

Peer-reviewed

Ja

ASJC Scopus Sachgebiete

Allgemeiner Maschinenbau

Elektronische Version(en)

https://www.hni.uni-paderborn.de/en/publications/publikationen/?tx_hnippview_pi1%5Bpublikation%5D=1230&tx_hnippview_pi1%5Bfelder%5D%5Blade%5D=192 (Zugang: Offen)