CASE STUDIES

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.