ETABS Analysis
Latest release: ETABS 9.7.4

Response Spectrum Analysis

  • Response-spectrum analysis is a statistical type of analysis for the determination of the likely response of a structure to seismic loading.
  • Response-spectrum analysis seeks the likely maximum response to these equations rather than the full time history.
  • The earthquake ground acceleration in each direction is given as a digitized response-spectrum curve of pseudo- spectral acceleration response versus period of the structure.

Time History Analysis

  • Modal frequency analysis using Ritz or Eigen vectors
  • Linear Time History Analysis
  • Nonlinear Time History Analysis with the Wilson FNA Method

P-Delta Analysis

  • P-Delta analysis option accounts for the effect of  large compressive or tensile loads upon the transverse stiffness of members in the structure
  • Specify as combination of static load cases
  • Automated mass calculation applied at each level

Sequential Construction

  • Model Effects of Construction or Demolition
  • Specify Active Structure by Stories or Groups
  • Geometric Nonlinear P-Delta and Large Displacements
  • Sequential Construction Load Cases for Design
  • User Defined Loading

Pushover Analysis

  • FEMA 273, ATC-40
  • Force-Deformation relations for steel and concrete hinges
  • Modal, uniform, or user defined lateral load patterns
  • Capacity spectrum conversions
  • Effective damping calculation
  • Demand spectrum comparisons
  • Performance point calculation
  • Summary reports including plastic hinge deformations