4. ExamplesΒΆ
The following are a few examples showing the usage of WE-UQ. The files for the examples are available on GitHub.
Forward propagation of a 9-story frame with stochastic wind loading and default EDPs.
This study uses WE-UQ's built-in interface to the TPU wind tunel datasets in the analysis of a 3 story building with quantified uncertainty.
This example estimates the probabilistic response of a building model excited by wind tunnel-informed stochastic wind loads. This example uses the experimental data obtained at the University of Florida (UF) NHERI Experimental Facility (EF), and applies the simulated wind loads to a 25-story rectangular-shaped building model for response simulation.
This study uses WE-UQ's built-in interface 'Digital Wind Tunnel' to run a CFD simulation.
This example demonstrates the application of a Computational Fluid Dynamics (CFD) based wind load generator using a building with simple box type geometry. The workflow uses a transient CFD-solver for simulation wind loads and evaluates the response the building with uncertainty in the structural properties
This example demonstrated the Computational Fluid Dynamics (CFD) based wind load generator for a building with complex geometry. The study building used in the example resembles a landmark tall building. The workflow uses a transient CFD-solver for simulation wind loads and evaluates the response the building with uncertainty in the structural properties
This example demonstrated application of Large-eddy simulation (LES) for characterizing Atmospheric Boundary Layer (ABL) flows. The simulation is conducted in empty computational domain applying ABL flow conditions. For generating the inflow turbulence, the example uses the Turbulence Inflow Tool (TInF) tool. The results from the simulation are post-processed inside workflow and compared with the target ABL flow conditions.
This example estimates the probabilistic response of a building model excited by wind tunnel-informed stochastic wind pressure time histories. This example uses the experimental data obtained at the University of Florida (UF) NHERI Experimental Facility (EF), and applies the simulated wind loads to a 25-story rectangular-shaped building model for response simulation.
This example demonstrates a feature that uses Computational Fluid Dynamics (CFD) to simulate transient wind load on a building with idealized surroundings. The workflow uses a transient CFD-solver for simulation wind loads and evaluates the response the building with uncertainty in structural damping
