Modal Dynamic Analysis

NISA II/DYNAMICS is an independent module and can be used in conjunction with NISA II to solve a wide variety of problems encountered in dynamic analyses using Modal Superposition. The following analysis features are available:

  • Transient Dynamic Analysis to evaluate the response of a given structure to an arbitrary loading.
  • Shock Spectrum Analysis may be used to determine the response of a structure to an arbitrary oriented shock input
  • Frequency Response Analysis can be used to compute the steady state response of a structure to harmonic loads defined by amplitude and phase spectra.
  • Random Vibration Analysis can be used to obtain the statistical parameters of response quantities such as power spectral densities (PSD) and mean square values of structures subjected to a stationary random loading or ground excitation (such as earth uake, etc.).

 
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