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Seismic design codes generally specify empirical formulae to estimate the fundamental vibration periods of buildings.
The fundamental vibration frequency of a bending plate is investigated by using an iterative approach.
It is therefore valid for low-rise buildings where the behaviour is dominated by the fundamental vibration mode.
In the dynamic analysis, the fundamental vibration frequency and the adequate modes are studied in relation to the piezoelectric force.
The fundamental vibration period of a building is an important parameter for determining the design base shear.
A similar experimental frequency shift of the CO fundamental vibration is shown to arise from different mechanisms.
The Guidelines were developed considering the seismic response characteristics of tall buildings, including relatively long fundamental vibration period, significant mass participation and lateral response in higher modes of vibration, and a relatively slender profile.
On the basis of these identified periods, new empirical formulas for the translational and torsional fundamental vibration periods are then proposed.
The influence of applied axial loads on the fundamental vibration frequency is strictly connected with the stability analysis of elastic slender beams.
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Fundamental vibrations were correlated to bands characterising morphology, conformation and configuration of these different polymers.
The peaks located at 1,540 and 1,454 cm−1 were related to the fundamental vibrations of the pyrrole rings in the protonated PPy [26].
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