Research Article

Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis

Table 2

Parameters of the Bouc-Wen-Baber-Noori model, HD test.

PhaseShear springRotational spring

I10.50.510āˆ’0.01010.50.510āˆ’0.010
III10.50.50.7000.110.10.90.7000.1