Mathematical Problems in Engineering / 2016 / Article / Tab 2

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

I10.50.510−0.01010.50.510−0.010
III10.50.50.7000.110.10.90.7000.1

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