LARSA 4D's finite element library includes linear and nonlinear elements, advanced seismic inelastic elements, and one-, two-, three-, and four-node element forms. Additionally, most of the elements within LARSA 4D's library include geometric nonlinearity.
LARSA 4D's Elastic Element Library includes the following elements:
Truss/Beam
Cable
Multi-node Super Cable
Compression/Tension-Only Truss
Nonlinear Grounded Spring
Nonlinear 2-Node Spring
Coupled 6x6 Foundation Spring
Hook and Gap Element
Triangle Shell Element
Quadrilateral Shell Element
Thin & Thick Plate Behavior
8-Node & 20-Node Brick
6-Node and 15-Node Wedge
LARSA's inelastic and seismic element library is based on the works of Professor A.M. Reinhorn at the National Center for Earthquake Engineering and Research and Professor M. Sivaselvan at the University of Buffalo. With the inelastic analysis tools developed through this collaboration, LARSA 4D provides engineers new capabilities for seismic and collapse analysis.
Hysteretic elements support many types of nonlinear and inelastic behaviors based on smooth yield surface and polygonal hysteretic models. LARSA 4D's inelastic element library includes the following:
Friction Pendulum
Sliding Friction Element
Viscous Dashpot
Analytical Hinge
Hysteretic Inelastic Spring
Beam with Inelastic Connection
Uniaxial Hysteric Spring
Triaxial Hysteric Spring
Yield Surface-Based Beam Element