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Load Case Footfall
Create Footfall Load Case
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| Name | N | Name | Text |
| ID | I | ID | Integer |
| Load Case Type | T | Load Case Type (0=PERMANENT 1=LIVE 2=WIND 3=SNOW 4=TEMPERATURE 5=ACCIDENTAL 6=SEISMIC) | Integer |
| Excitation Method | E | Excitation Method(0=SELF_EXCITATION 1=FULL_EXCITATION) | Integer |
| Excitation Force | E | Excitation Force(0=CONCRETE_CENTRE 1=SCI_P354) | Integer |
| Excitation Nodes | E | Optional Structural List of Excitation Nodes (Defaults to all if not provided) | Generic Data |
| Response Nodes | R | Response Nodes | Generic Data |
| Number of Steps | S | Number of Steps | Integer |
| Walker Mass | M | Walker Mass (kg) | Number |
| Walking Frequency Min | L | The minimum walking frequency to be considered | Number |
| Walking Frequency Max | H | The maximum walking frequency to be considered | Number |
| Damping | D | Constant Damping Value. ***Rayleigh and Varying for each mode not Implemented. Contact support@geometrygym.com | Number |
| Modal Frequency Limit | D | Modal Frequency Limit (Hz) | Number |
| Include X | X | Include X in the active mass direction of the analysis | Boolean |
| Include Y | Y | Include Y in the active mass direction of the analysis | Boolean |
| Include Z | Z | Include Z in the active mass direction of the analysis | Boolean |
| Ignore Density | D | Ignore Density | Boolean |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| LoadCase | C | Structural Load Case | Generic Data |
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