Post processing of shell results at gauss points and at through-thickness integration points (fibers).
Post processing of beam-column results by means of a fiber-section plot that allows the user to visualize results such as the strain/stress at each fiber of each gauss point of beam-column elements.
Meshing algorithms in STKO OpenSees preprocessor. Global and local edge seed, unstructured and structured mesh algorithms, triangle/tetrahedron, quadrilateral/hexahedron, linear and quadratic interpolations.
Post processing of beam-column results by means of a gauss-point plot that allows the user to visualize results at each gauss point of beam-column elements.
STKO OpenSees preprocessing for micro-modeling of masonry structures.
STKO OpenSees Seismic Isolation.
Simulation of the Damage Evolution of Pazzi Chapel in Florence, Italy with STKO OpenSees. Watch the Video Presentation - DAMAGE TC3D
This example shows how to model a reinforced concrete shear wall using shell elements and layered shell cross sections.
Post-processing of a soil-foundation-structure-interaction problem. Visualization of results on solid elements by means of a volume plot.
Example of absorbing boundaries using the VS3D4 element available in OpenSees.
Comparative study of different approaches to simulate absorbing boundaries in soil-structure interaction problems.
3D Analysis of Soil-Pile interaction with contact elements.
Simulation SFSI (Soil Foundation Structure Interaction) with STKO OpenSees.
SFSI: Analysis of boundary conditions and their application using the case study of a bridge in STKO OpenSees.