This command is used to construct a TzSimple1 uniaxial material object.
uniaxialMaterial TzSimple1 $matTag $tzType $tult $z50 <$c>
$matTag |
Unique material object integer tag. |
$tzType |
tzType = 1 Backbone of t-z curve approximates Reese and O'Neill (1987) relation. tzType = 2 Backbone of t-z curve approximates Mosher (1984) relation. |
$tult |
Ultimate capacity of the t-z material. Note that "t" or "tult" are distributed loads [force per length of pile] in common design equations, but are both loads for this uniaxialMaterial [i.e., distributed load times the tributary length of the pile]. |
$z50 |
Displacement at which 50% of tult is mobilized in monotonic loading. |
$c |
The viscous damping term (dashpot) on the far-field (elastic) component of the displacement rate (velocity). Default = 0.0. Nonzero c values are used to represent radiation damping effects. |
NOTE: Full documentation of the TzLiq1 command is included in: TzSimple1_documentation.PDF