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Modal identification has been done using global method of modal identification.
Output-only modal identification has seen significant activity in recent years, especially in large-scale structures where controlled input force generation is often difficult to achieve.
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Moreover, promising results in the field of automated modal identification have been recently achieved.
Finally, the experiments conducted for modal frequency identification have shown an excellent agreement between the analytic prediction and the experimental results.
The numerical cases based on the simulated modal identification procedure have demonstrated that the error in the estimation of modal parameters caused by arbitrarily choosing damping model is quite small.
No formal identification has yet taken place.
Party identification has collapsed in Indonesia".
However, the lack of automated modal identification and tracking procedures has been for long a relevant drawback to the extensive application of the above-mentioned techniques in the engineering practice.
The modal identification using forward autoregressive approach has some problems in discriminating the structure modes from spurious modes.
A sensitivity analysis is performed, where the effects of having errors in the mathematical model, and having inaccuracies in the modal identification procedure, are analyzed.
Global method has been used for modal identification.
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