VERSION HISTORY
LIRA-FEM
- Mass redistribution
- Damping ratio
- Seismic isolators
- Pushover Analysis
- Finite element "Joint"
- New types of perfectly rigid body (PRB)
- Nonlinear behaviour of soil
- New type of force
- Nonlinear custom cross-sections
- Accounting for orthotropy
- Analysis parameters
- Analysis of reactions
- Stresses and forces
- Dynamics
- Nonlinearity
- Finite elements
- Calculation and Performance
Seismic isolators
For friction FEs 263/264, the "Unloading with initial stiffness" option is implemented. With this option, you can apply the hysteresis behaviour of FE in the cyclic loading: the friction load T=N*mf, where mf is the friction coefficient defined in the stiffness parameters, activates when the direction of motion changes (i.e., when the velocity equals 0). In "unloading with initial stiffness", the FE of friction enables you to describe, for example, the behaviour of a friction seismic isolator and, in combined behaviour with the FE of an elastic spring, a friction pendulum seismic isolator.
Friction pendulum seismic isolator


