1. Description
This component operates the Time Dependent Effect of Construction Stage Analysis Control Data function in Civil NX.
Enter the method of performing moving load analysis and the location of output for element results.
The Time Dependent Effect of Construction Stage Analysis Control Data function can be found in the Civil NX main menu,select [Analysis] tab > [Analysis Control] Group > [Construction Stage] Menu > [Time Dependent Effect Control]
2. Grasshopper Path
[Midas] > [Analysis] > [Time Dependent Effect of Construction Stage Analysis Control Data]
3. Component Image
4. Input/Output Value
- Input Data
Index | Name | Description | Type | Default |
Previous |
---|---|---|---|---|---|
1 | TYPE | Time Dependent Effect Type
· Creep : "CREEP" |
String | - | - |
2 | iTTLE_ES |
Loss Option · Change with Variation of Tendon Force : 0 |
Integer | 0 | - |
3 | CR_DATA | Time Dependent Effect Control | Object | - | Creep of Construction Stage Analysis Control Data |
4 | Creep & Shrinkage Check Box | Select | true | - | |
5 | Tendon tension loss effect | Select | true | - | |
6 | Consider Re-bar confinement effect | Select | false | - | |
7 | Variation of Comp.Strength | Select | true | - | |
8 | Apply time dependent effect elastic modulus to Post C.S | Select | false | - | |
9 | Tendon tension loss effect | Select | true | - |
- Output Data
Index | Command | Description | Type | Method |
Next |
---|---|---|---|---|---|
1 | - | Create Time Dependent Effect of Construction Stage Analysis Control Data | Object | - | Construction Stage Analysis Control Data |
5. Reference API Manual Link
Construction Stage Analysis Control Data