STAAD.Pro Help Verification ExamplesV.08 Dynamic Analysis V.08 Dynamic Analysis V. Beam Subject to response spectrumFind the maximum moment due to the time history loading and compare theoretical answers to the STAAD solution. V. First Modal Frequency of a Cantilever BeamTo calculate the Natural frequency of vibration for a rectangular cantilever beam with a mass at the free end.V. Floor Spectrum Verification 1Calculate the response spectrum for a ramp acceleration time history.V. Modal Frequencies of a Cantilever BeamTo find the first three natural frequencies of vibration for a cantilever beam with a uniform mass.V. Modal Frequencies of a Simply Supported BeamTo find the natural frequencies of vibration for a simply supported beam.V. Modal Response of a 3D FrameFind the natural frequencies of a space frame. Compare the results from subspace iteration method used by STAAD.Pro with the results from EASE2® and ANSYS®. V. Modal Response of a BeamFind the natural frequencies for a beam and compare theoretical answers to the STAAD.Pro solution. V. Modal Response of a Circular PlateFind the natural frequencies of a circular plate and compare theoretical answers to the STAAD solution. V. Modal Response of a Rectangular PlateFind the natural frequencies of a rectangular plate and compare theoretical answers to the STAAD.Pro solution. V. Natural Frequency of a 2D TrussTo calculate the Natural frequency of vibration for a two story truss.V. Natural Frequency of a Simply Supported BeamTo find the fundamental frequency of vibration for a simply supported beam with a uniform mass.V. Natural Frequency of Beam on Springs Find the period of free vibration for a beam supported on two springs with a point mass. V. Rayleigh Natural Frequency of a Cantilever BeamTo calculate the Natural frequency of vibration using the Rayleigh method for a light cantilever beam with a mass at the free end.V. Steady State Loading on a BeamCalculate the deflections at two points along the beam at steady-state condition.V. Steady State - With DampingDetermine amplitude of motion of a beam due to harmonic force.V. Time History - Blast LoadingDetermine the dynamic response of a tower subjected to blast loading.V. Time History - Ground AccelerationDetermine the response of a two-story portal frame subjected to suddenly applied constant acceleration of 0.28 g at its base.V. Time History - Rectangular Pulse ForceDetermine the maximum displacement at the top and maximum bending stress in the columns of a one-story portal frame subject to a rectangular pulse force.Parent Topic: Verification Examples