An experimental modal analysis technique for large-scale structures

Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review

Autoren

  • J. Wallaschek

Externe Organisationen

  • Technische Universität Darmstadt
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Seiten (von - bis)117-123
Seitenumfang7
FachzeitschriftIngenieur-Archiv
Jahrgang60
Ausgabenummer2
PublikationsstatusVeröffentlicht - Jan. 1989
Extern publiziertJa

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.

ASJC Scopus Sachgebiete

Zitieren

An experimental modal analysis technique for large-scale structures. / Wallaschek, J.
in: Ingenieur-Archiv, Jahrgang 60, Nr. 2, 01.1989, S. 117-123.

Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review

Wallaschek J. An experimental modal analysis technique for large-scale structures. Ingenieur-Archiv. 1989 Jan;60(2):117-123. doi: 10.1007/BF00538815
Wallaschek, J. / An experimental modal analysis technique for large-scale structures. in: Ingenieur-Archiv. 1989 ; Jahrgang 60, Nr. 2. S. 117-123.
Download
@article{69eb295a9bb84dd5a57951a82e3564ca,
title = "An experimental modal analysis technique for large-scale structures",
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.",
author = "J. Wallaschek",
note = "Copyright: Copyright 2007 Elsevier B.V., All rights reserved.",
year = "1989",
month = jan,
doi = "10.1007/BF00538815",
language = "English",
volume = "60",
pages = "117--123",
journal = "Ingenieur-Archiv",
issn = "0020-1154",
publisher = "Springer Verlag",
number = "2",

}

Download

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 -