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Theoretical and experimental modal analyses were carried out using a thick-walled circular cylinder model to obtain its natural frequencies and mode shapes.
Finally, several experimental modal analyses were performed on two different test tanks filled with different water levels in order to verify the accuracy of the theoretical results.
However, the modal analyses were performed with the assumption of a bi-axial stress state.
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Both time history and modal analyses are performed on an elevated tank.
After static analyses, modal analyses are performed to obtain the PV modules' natural frequencies and mode shapes.
In order to verify the mechanical experimental setup of the assembling between the host structure and the piezo-film patches in term of constraint, transient and modal analyses are first performed in order to compare the experimental responses to those obtained by from the numerical analyses performed with the commercial code COMSOL Multiphysics®.
Modal and non-modal stability analyses are then conducted to determine the eigenmode growth rate and the transient one of acoustic disturbances.
Buckling, modal, and dynamic response analyses were conducted.
Subsequently, modal and response spectrum analyses were conducted for the same geometries to confirm whether the simplified approach is valid or not during the concept design stage.
Modal and push-over analyses were conducted to investigate the effects of seasonally frozen soil on the seismic behavior of the bridge bents.
Modal and implicit dynamic analyses were carried out to study the dynamic behavior of bridges under moving load.
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CEO of Professional Science Editing for Scientists @ prosciediting.com