Research Article
Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis
Table 3
Parameters of the Bouc-Wen-Baber-Noori model, LD test.
| Phase | Shear spring | Rotational spring | | | | | | | | | | | | | | |
| I | 1 | 0.5 | 0.5 | 1 | 0 | −0.01 | 0 | 1 | 0.5 | 0.5 | 1 | 0 | −0.01 | 0 | III | 1 | 0.5 | 0.5 | 0.3 | 0 | −0.01 | 0.1 | 1 | 0.33 | 0.67 | 0.2 | 0 | −0.01 | 0.1 |
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