Performance Based Engineering¶
The following are the requirements for application(s) related to performance based engineering of a single structure related to natural hazards such as earthquake and hurricane . The requirements are being met by the PBE application. All requirements in this section are related to work in secction 1.3.9 of the WBS.
General Requirements¶
# |
Description |
Source |
Priority |
Status |
Implementation |
|---|---|---|---|---|---|
PBE |
Integrate fully coupled multi-model computations from hazard source through structure response, to compute reliable estimates of financial loss, business interruption, and casualties |
GC |
M |
InProgress |
|
PBE.1 |
Ability to determine damage and loss for multiple different hazards |
||||
PBE.1.1 |
Damage and Loss due to ground shaking from Earthquake |
GC |
M |
Implemented |
|
PBE.1.2 |
Damage and Loss due to Wind Loading |
GC |
M |
InProgress |
1.1.3.5.1 |
PBE.1.3 |
Damage and Loss due to water damage from Tsunami or Coastal Inundation |
GC |
M |
InProgress |
1.1.3.5.2 |
PBE.2 |
Ability to Select from Different Hazard Options |
||||
PBE.2.1 |
Ability to select from all EE-UQ Event Options listed in EE-UQ |
SP |
M |
Implemented |
|
PBE.2.2 |
Ability to select from all WE-UQ Event Options listed in WE-UQ |
SP |
M |
InProgress |
1.1.3.5.1 |
PBE.2.3 |
Ability to select from all HydroUQ Event Options listed in Hydro-UQ |
SP |
M |
InProgress |
1.1.3.5.2 |
PBE.3 |
Ability to use different Model Generation Tools |
||||
PBE.3.1 |
Ability to Select All Building Model Generators in EE-UQ |
SP |
M |
Implemented |
|
PBE.3.2 |
Ability to Select All Building Model Generators in WE-UQ |
SP |
M |
InProgress |
1.1.3.5.1 |
PBE.3.3 |
Ability to Select All Building Model Generators in HydroUQ |
SP |
M |
InProgress |
1.1.3.5.2 |
PBE.4 |
Ability to use Various UQ Methods and Variable Options |
||||
PBE.4.1 |
Ability to use all forward propagation methods available in EE-UQ, WE-UQ and HydroUQ |
SP |
M |
Implemented |
|
PBE.4.2 |
Ability to use all random variable distributions in EE-UQ, WE-UQ and HydroUQ |
SP |
M |
Implemented |
|
PBE.4.3 |
Ability to use train surrogate models using the methods from quoFEM |
SP |
D |
InProgress |
1.1.2.2.1, 1.1.2.2.2, 1.1.2.2.4 |
PBE.5 |
Ability to determine damage and loss utilizing different methods |
||||
PBE.5.1 |
Interface with pelicun to make available its suite of methods for damage and loss assessment for buildings |
SP |
M |
Implemented |
|
PBE.6 |
Miscelleneous User Requests |
||||
PBE.6.1 |
Ability to Process own Output Parameters |
UF |
D |
||
PBE.6.2 |
Add to Standard Earthquake a variable indicating analysis failure |
UF |
D |
||
PBE.6.3 |
Allow users to provide their own set of EDPs for the analysis. |
UF |
D |
Implemented |
|
PBE.6.4 |
Simplify run local and run remote by removing workdir locations. Move to preferences |
UF |
D |
Implemented |
|
PBE.6.5 |
Add to EDP a variable indicating analysis failure |
UF |
D |
||
PBE.6.6 |
Enable saving and loading Performance Models in CSV files |
UF |
D |
Implemented |
|
PBE.7 |
General Software Requirements |
||||
PBE.7.1 |
Application to Provide Common SimCenter Research Application Requirements listed in CR |
GC |
M |
InProgress |
|
PBE.7.2 |
Ability to use new vizualization tools for viewing large datasets generated by PBE |
GC |
M |
Implemented |
Note
The general requirements refer a lot to the capabilities existing in other SimCenter tools, EE-UQ, WE-UQ and in-development HydroUQ*. These requirements can be viewed in their online documentation: EE-UQ Documentation and WE-UQ Documentation.
Damage & Loss Requirements¶
# |
Description |
Source |
Priority |
Status |
Implementation |
|---|---|---|---|---|---|
DL |
Damage & Loss (DL) Predictions |
||||
DL.1 |
Ability to use open-source version of Hazus |
GC |
M |
Implemented |
|
DL.2 |
Ability to incorporate improved damage and fragility models for buildings and lifelines |
GC |
M |
InProgress |
|
DL.3 |
Ability to perform time-based assessment |
GC |
M |
||
DL.4 |
Methods for DL Prediction for Buildings for Various Hazards |
SP |
M |
||
DL.4.1 |
Incorporate PACT application for earthquake hazard |
SP |
D |
||
DL.4.2 |
Ability to perform downtime estimation using the REDi methodology for earthquakes. |
UF |
D |
||
DL.4.3 |
Incorporate Various Methods from PELICUN |
SP |
M |
InProgress |
|
DL.4.3.1 |
Incorporate the scenario-based assessment from FEMA-P58, item P6.1.1 |
SP |
M |
Implemented |
|
DL.4.3.2 |
Incorporate the time-based assessment from FEMA-P58, item P1.1.2 |
SP |
D |
||
DL.4.3.3 |
Incorporate high-resolution assessment of buildings under wind hazards, item P1.1.3 |
SP |
M |
||
DL.4.3.4 |
Incorporate high-resolution assessment of buildings under water hazards, item P1.1.4 |
SP |
M |
||
DL.4.3.5 |
Incorporate high-resolution assessment of transportation networks, item P1.1.5 |
SP |
M |
||
DL.4.3.6 |
Incorporate high-resolution assessment of buried pipelines, item P1.1.6 |
SP |
M |
||
DL.4.3.7 |
Incorporate the assessment of buildings under earthquake hazard from HAZUS, P1.2.1 |
SP |
M |
Implemented |
|
DL.4.3.8 |
Incorporate the assessment of buildings under hurricane wind hazard from HAZUS, item P1.2.2 |
SP |
M |
Implemented |
|
DL.4.3.9 |
Incorporate the assessment of buildings under storm surge hazard from HAZUS, item P1.2.3 |
SP |
M |
Implemented |
|
DL.4.3.10 |
Incorporate the assessment of buried pipelines under earthquake hazard from HAZUS, item P1.2.4 |
SP |
M |
||
DL.4.3.11 |
Incorporate the assessment of transportation networks under earthquake hazard from HAZUS, item P1.2.5 |
SP |
M |
||
DL.4.3.12 |
Incorporate the assessment of power networks under earthquake hazard from HAZUS, item P1.2.6 |
SP |
M |