Define General Spring Type
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Define the values of General Spring Support with 6x6 coupled matrix for stiffness, damping and mass to represent the dynamic properties of pile-soil system. |
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From the Main Menu select Boundary > Spring Supports > General Spring > Define General Spring Type. |
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Name
Input Method
Stiffness Matrix
Mass Matrix: Check on to enter the mass matrix.
Damping Matrix: Check on to enter the damping matrix.
Coupled
Spring Stiffness
SDx-SDx
SDx-SDy
SRz-SRz
Note 1 In typical building structures, analysis models do not include the pile footings. Instead, boundary springs are assumed to exist at the bottom of foundation or at the pile caps. The following general stiffness offers true stiffness of pile elements. For batter piles, use Node's local Axis to calculate the stiffness in the skewed directions.
Composition of general spring stiffness
* Assumptions Modulus of elasticity: E Section's moments of inertia: Iy, Iz Cross sectional area: A Length: L (Shear deformation not considered)
Note 2 Applicable analysis types with General Spring Support (Damping Matrices)
Related analysis functions are as follows:
Applicable analysis type for damping matrix are as follows:
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