Pile Construction [EX1-STG]
- mert.goktas (Unlicensed)
- Cagin Yakar
Nonlinear springs represent the stiffness of the soil around the foundation of the structure. The behavior of these springs is nonlinear because the stiffness of the soil changes as the load on the structure increases. The springs are typically placed at the base of the foundation and are connected to the foundation and the surrounding soil.
In OpenBrIM, nonlinear springs are used to model SSI. These springs can be added to the model to simulate the behavior of the soil around the foundation. The stiffness of the springs can be adjusted based on the soil properties and the loading conditions. This allows the engineer to more accurately model the response of the structure to the soil and to optimize the design accordingly.
Please follow the instructions provided below to define construction of substructure bridge components.
| 1 | Navigate to Loading > Construction > Substructre > Pile. |  |
| 2 | Click three-dots icon on Stage cell and click select. | |
| 3 | Select "SubstrConstStage" as stage. |  |
| 4 | Click three-dots icon on Substructures Above cell and click pick. | |
| 5 | Select all of the Substructures Above (Foundation) that were previously defined from the 3D View. | Figure will be added
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| 6 | Then click Done. |
| 1 | Go to Pile under Substructure on the tree view. |
| 2 | Copy Pile Construction from model inputs and paste into OpenBrIM. |
Pile |
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Pile Construction |
PC3 SubstrConstStage [RF1,RF2,F1] [] 1 |