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Hi,
When making a frequency analysis, and a structure excited by a ground motion (not a force), what is the kind of result that should be analysed to have an idea of the response of the structure
From my point of view, it should be the srss but needs a confirmation and advice about it
Thanks
ALAIN
About this, ok the srss is useful when there is more than 1 exciting frequency.
My concern is that i have been provided by a customer array giving
some accelearions of 20 g between 5-50 Hz
And 12 g between 50-100 Hz
And i do not know precisely how to setup this in this module