3. Response of Building to Earthquake¶
The following are the requirements for response of single structure to earthquake hazards. The requirements are being met by the EE-UQ application. AAll requirements in this section are related to work in WBS 1.3.8. These requirements are broken down into a number of groups, general, earthquake loading, building description, analysis, and UQ.
3.1. General Requirements¶
# |
Description |
Source |
Priority |
Status |
---|---|---|---|---|
EE |
Application to determine response of Building Subject to Earthquake hazard including formal treatment of randomness and uncertainty |
GC |
M |
InProgress |
EE.1 |
Ability to select from Earthquake Loading Options listed in EL2 |
SP |
M |
Implemented |
EE.2 |
Ability to select from Building Modeling Options listed in MOD under BM |
SP |
M |
Implemented |
EE.3 |
Ability to select from nonlinear analysis options listed in ANA |
SP |
M |
Implemented |
EE.4 |
Ability to use Various UQ Methods and Variable Options |
|||
EE.4.1 |
Ability to use Forward Propagtion methods listed in UQ under UF |
SP |
M |
Implemented |
EE.4.2 |
Ability to use Random Variable Distributions defeined in RV |
SP |
M |
|
EE.4.3 |
Ability to use Reliability Methods listed in UQ under UR |
SP |
M |
Implemented |
EE.4.4 |
Ability to use Global Sensitivity Methods listed in UQ under UG |
SP |
M |
Implemented |
EE.4.5 |
Ability to both use and create surrogates listed in UQ under US |
SP |
M |
|
EE.4.6 |
Ability to use High Dimensional UQ listed in UQ under UH |
SP |
M |
|
EE.5 |
Ability to Visualize the Results |
SP |
M |
Implemented |
EE.5.1 |
Ability to view individual sample results |
SP |
M |
Implemented |
EE.5.2 |
Ability to graphically view the results to show distribution in respone |
SP |
M |
Implemented |
EE.6 |
Misc User Requests |
|||
EE.6.1 |
Add to Standard Earthquake a variable indicating analysis failure |
UF |
D |
|
EE.6.3 |
Run application from command line, include option to run remotely |
UF |
D |
|
EE.7 |
General Software Requirements |
|||
EE.7.1 |
Application to Provide Common SimCenter Research Application Requirements listed in CR |
GC |
M |
InProgresss |
EE.8 |
Tool should incorporate data from www |
GC |
M |
Implemented |
EE.8.1 |
Tool should obtain motion input data from www |
SP |
M |
Implemented |
EE.8.2 |
Tool should obtain building modelling info from database through www |
SP |
D |
|
3.2. Loading Requirements¶
3.3. UQ Requirements¶
# |
Description |
Source |
Priority |
Status |
Implementation |
---|
3.4. Modeling Requirements¶
# |
Description |
Source |
Priority |
Status |
Implementation |
---|
3.5. Analysis Requirements¶
# |
Description |
Source |
Priority |
Status |
Implementation |
---|