Details
| Original language | English |
|---|---|
| Pages (from-to) | 117-123 |
| Number of pages | 7 |
| Journal | Ingenieur-Archiv |
| Volume | 60 |
| Issue number | 2 |
| Publication status | Published - Jan 1989 |
| Externally published | Yes |
Abstract
Using the theory of stationary random vibrations an experimental modal analysis technique, previously suggested and applied by Luz [2-4], is derived. This method does not require an artificial excitation of the structure under investigation and is based on measurements of the system's velocity only. It is well suited for applications to large-scale structures such as high-rise buildings, towers or bridges.
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In: Ingenieur-Archiv, Vol. 60, No. 2, 01.1989, p. 117-123.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - An experimental modal analysis technique for large-scale structures
AU - Wallaschek, J.
N1 - Copyright: Copyright 2007 Elsevier B.V., All rights reserved.
PY - 1989/1
Y1 - 1989/1
N2 - Using the theory of stationary random vibrations an experimental modal analysis technique, previously suggested and applied by Luz [2-4], is derived. This method does not require an artificial excitation of the structure under investigation and is based on measurements of the system's velocity only. It is well suited for applications to large-scale structures such as high-rise buildings, towers or bridges.
AB - Using the theory of stationary random vibrations an experimental modal analysis technique, previously suggested and applied by Luz [2-4], is derived. This method does not require an artificial excitation of the structure under investigation and is based on measurements of the system's velocity only. It is well suited for applications to large-scale structures such as high-rise buildings, towers or bridges.
UR - http://www.scopus.com/inward/record.url?scp=0024892905&partnerID=8YFLogxK
U2 - 10.1007/BF00538815
DO - 10.1007/BF00538815
M3 - Article
AN - SCOPUS:0024892905
VL - 60
SP - 117
EP - 123
JO - Ingenieur-Archiv
JF - Ingenieur-Archiv
SN - 0020-1154
IS - 2
ER -