Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 29-39 |
| Seitenumfang | 11 |
| Fachzeitschrift | The International journal of analytical and experimental modal analysis |
| Jahrgang | 7 |
| Ausgabenummer | 1 |
| Publikationsstatus | Veröffentlicht - Jan. 1992 |
| Extern publiziert | Ja |
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.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Allgemeiner Maschinenbau
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in: The International journal of analytical and experimental modal analysis, Jahrgang 7, Nr. 1, 01.1992, S. 29-39.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - Experimental modal analysis using ambient vibration
AU - Luz, E.
AU - Wallaschek, J.
N1 - Copyright: Copyright 2004 Elsevier B.V., All rights reserved.
PY - 1992/1
Y1 - 1992/1
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=0026491345&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:0026491345
VL - 7
SP - 29
EP - 39
JO - The International journal of analytical and experimental modal analysis
JF - The International journal of analytical and experimental modal analysis
SN - 0886-9367
IS - 1
ER -