Probabilistic approach for modal identification using non-stationary noisy response measurements only-Reference-Cited by-同舟云学术

Probabilistic approach for modal identification using non-stationary noisy response measurements only

Published:2002 Issue:4 Volume:31 Page:1007-1023
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Yuen Ka-Veng,Beck James L.,Katafygiotis Lambros S.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference21 articles.

1. Application of vector triggering random decrement. Proceedings 15th IMAC, vol. 2, Orlando, FL, 1997; 1165-1171.

2. Determination of modal parameters from ambient vibration data for structural health monitoring. First World Conference on Structural Control, Pasadena, CA, 1994; TA3:3-TA3:12.

3. Least squares estimates of structural system parameters using covariance function data

4. Modal Identification of Vibrating Structures Using ARMA Model

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