A two level structure with a floor mass of 1200kg per floor is
supported by beams and columns of effective stiffnesses of 3600N/m
and 2400N/m for the 1st and 2nd floors respectively. Assuming that
the 1st floor would be displaced 75mm to the right for both modes
of vibration, perform the modal analysis for this multi - degree of
freedom system.
A two level structure with a floor mass of 1200kg per floor is supported by beams and columns of effective stiffnesses o
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