Mathematical Problems in Engineering / 2016 / Article / Tab 1

Research Article

Practical Soil-Shallow Foundation Model for Nonlinear Structural Analysis

Table 1

TRISEE: parameters of the numerical model (units: kN, m).

PhaseShear springRotational springVertical spring
(%) (%)

HD
I132.212.56058.61060120
III7099935111280

LD
I543.84725.43.8465
III3540.41833.3127

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