Mathematical Problems in Engineering / 2016 / Article / Tab 3

Research Article

Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis

Table 3

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

PhaseShear springRotational spring

I10.50.510−0.01010.50.510−0.010
III10.50.50.30−0.010.110.330.670.20−0.010.1

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