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Maximum likelihood estimation of structural parameters from random vibration data

✍ Scribed by W. Gersch; N.N. Nielsen; H. Akaike


Publisher
Elsevier Science
Year
1973
Tongue
English
Weight
821 KB
Volume
31
Category
Article
ISSN
0022-460X

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✦ Synopsis


A new, statistically efficient and computationally efficient maximum likelihood computational procedure for determining the period and damping values of linear multi-degree-of-freedom structures and estimates of their statistical reliability from records of their response to random winds or earthquake excitation is described. Damping and period estimates computed from a modern nine-story steel frame building are analysed and compared with the results obtained from steady-state forced vibration tests.


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