Earthquake Analysis

Causing substantial disaster to densely populated area more and more frequently, DIANA is proud to contribute to the safety of modern and historical structures with its powerful range of analysis functionalities.

Reliable simulation of earthquake impacts 

Contemporary structures in earthquake-sensitive areas are designed to sustain earthquakes without danger of damage or collapse. DIANA provides you with the capability to not only design modern structures to modern codes but also to assess and retrofit older structures to contemporary standards, ensuring new and existing architecture withstands the most severe consequences.

More than just earthquake analysis 

For many non-standard or altered over time structures, earthquake design or assessment requires dynamic finite element analysis.

DIANA offers solutions for both simple linear dynamic analysis, and full nonlinear dynamic analysis – taking into account the loading history of the structure. With their enormous power, earthquakes are often accompanied by water impacts resulting from tsunamis, collapse of neighboring structures, liquefaction of the ground, or fire. This is where DIANA’s powerful solvers come into play – allow you to carry out a whole range of different analysis types in one command.

Special features for Earthquake Analysis

Types of earthquake analysis

  • Linear transient analysis with different time integration schemes
  • Direct frequency response analysis
  • Modal response analysis
  • Spectral response analysis
  • Nonlinear transient analysis with different time integration schemes
  • Hybrid frequency-time domain analysis
  • Pushover load & pushover analysis

Fluid structure interaction

All dynamic analysis procedures can be used in combination with fluid-structure interaction effects. At a fluid-structure interface a full coupled acceleration-pressure matrix is calculated for normal displacements on the interface. This interaction matrix accounts for effect of fluid dynamics to the structure in the structural analysis. Frequency dependent effects, e.g. fluid compressibility and boundary damping, can be defined with a range of analysis types.

Element types

All structural element types can be used in all available dynamic analysis procedures

Mass & damping

  • Mass density per unit volume
  • Reduced mass density for dead weight correction
  • Distributed mass elements with damping properties for defining non-reflection boundaries
  • Consistent and lumped concentrated translational masses and rotational inertia
  • Viscous or Rayleigh damping
  • Structural or hysteretic damping
  • Continuous damping via discrete spring/dashpot elements

Specific load & initial conditions

  • Base excitations, single and multi-directional
  • Prescribed nodal accelerations (2011) and displacements
  • Time-load diagrams, e.g. accelerograms
  • Frequency-load diagrams, e.g. spectra
  • Specified initial displacement and/or velocity fields
  • Initial stresses

Specific analysis functionality

  • Possibility to add stress-stiffness to linear elastic stiffness matrix in frequency analysis
  • For direct Frequency Response output of complex results and/or amplitude-phase results
  • Lanczos Eigensolver with various decomposition techniques, shifting option, and automatic ordering
  • Spectral Response with ABS, SRSS, and CQC output
  • Euler backward, Newmark, Wilson-theta, Hilber-Hughes-Taylor, and Runge-Kutta time-integration

Nonlinear materials for earthquake analysis

  • Total-strain cracking models
  • Modified Maekawa-Fukuura concrete model ( Multi-Axial Damage and Cracked Concrete models)
  • Monti-Nuti-steel model
  • Modified 2-surface steel model
  • Hardin-Drnevich and Ramberg-Osgood simple soil models
  • UBC, Bowl, Nishi and Towhata-Iai liquefaction models
  • Engineering liquefaction analysis
We provide a wide range of flexible licensing modules and subscription plans
for advanced calculations.
Our sales team is always more than happy to discuss your requirements and can create individualized proposals based on your specific needs.