5. Capabilities¶
Version 4.1.0 of WE-UQ app was released Sept 2024. The following lists the functionality available in this current version. (Note: New features and fixes in this release are marked blue in the following list of features.)
5.1. Structural Information Model¶
Applications are used to specify/select the structural model to be used in the analysis.
MDOF: creating idealized multi-degree-of-freedom models
MDOF-LU: auto-generated multi-degree-of-freedom model
OpenSees: user-defined OpenSees models
CustomPy: user-defined OpenSees models
5.2. Wind Loading Event¶
Applications used to specify/select wind loading for the structure.
Stochastic Wind: Simulating stochastic wind speed using spectral methods. Includes the Wittig and Sinha 1975 model.
CFD - Digital Wind Tunnel: CFD simulation of boundary layer wind tunnel
CFD - Wind Load on Isolated Buildings: CFD-based wind load simulation for isolated buildings with complex geometry
CFD - Wind Load on Surrounded Buildings: CFD-based wind load simulation for buildings surrounded by other buildings
Experimental Wind Forces: As seen in “Uncertainty Quantification and Simulation of Wind-Tunnel-Informed Stochastic Wind Loads”. User specified force file input.
Experimental Wind Forces: As seen in “Uncertainty Quantification and Simulation of Wind-Tunnel-Informed Stochastic Wind Loads”. User specified pressure file input. Includes CPSD group size.
Experimental Wind Pressures: As seen in “Uncertainty Quantification and Simulation of Wind-Tunnel-Informed Stochastic Wind Loads”.
Wind Force Spectrum (CPSD) - As seen in “Optimization of uncertain structures subject to stochastic wind loads under system-level first excursion constraints: A data-driven approach. Provided by Prof. Seymour Spence’s lab .
DEDM_HRP: Database-enabled design framework based on wind-tunnel data for high-rise buildings
LowRiseTPU: Extracting aerodynamics loads based on the TPU database for low-rise buildings
HighRiseTPU: Extracting aerodynamics loads based on the TPU database for high-rise buildings
Wind Tunnel Experiment: uses pressure tap measurements from building in wind tunnel experiment
Existing: User-supplied time-varying floor loads
5.3. Engineering Demand Parameter Generator¶
Applications to identify the output parameters of interest given the wind loading and the structural model.
Standard Wind: (serviceability) inter-story drift ratio, peak floor acceleration
User Defined: user-specified EDP
5.4. Finite Element Application¶
Applications used to determine the response output parameters given the wind load generation and structural models.
OpenSees: Open System for Earthquake Engineering Simulation
CustomPy: Any user-supplied Python application can be incorporated
5.5. Uncertainty Quantification¶
Applications to perform the uncertainty quantification for the response parameters given the inputs and the random variables present.
Forward Uncertainty Propagation
Dakota Options
Monte Carlo Sampling (MCS)
Latin Hypercube Sampling (LHS)
Gaussian Process Regression
Polynomial Chaos Expansion
SimCenterUQ Options
Monte Carlo Sampling (MCS) a. Resample from an existing correlated dataset of samples
Global Sensitivity Analysis
Dakota Sensitivity Options
MCS
LHS
SimCenterUQ Options
Probability Model-based Global Sensitivity Analysis (PM-GSA)
Import input/output samples from data files
Reliability Analysis
Dakota Reliability Options
Local Reliability Analysis
Global Reliability Analysis
Importance Sampling
5.6. Additional Tools¶
Empty Domain CFD Simulation: Capability to perform empty domain simulation to characterize Atmospheric Boundary Layer (ABL) flows using large-eddy simulation (LES). This feature uses the Turbulence Inflow Tool (TInF) tool for calibrating ABL flows for a subsequent wind load evaluation study.
Isolated Building CFD Simulation: Added a functionality to perform CFD-based wind load simulation on isolated building as a stand-alone workflow tool. This tool uses the user’s local machine for performing pre-processing and run the actual CFD simulation on DesignSafe.