Link/Support Directional Properties Form

Use the Link/Support Directional Properties form to specify effective stiffness and damping and where appropriate, the location of shear deformation relative to the distance from End J. The effective stiffness is a spring stiffness. The effective damping specifies dashpot-type damping; it is not a specification of percent critical damping.

The appearance of the Link/Support Directional Properties form changes depending on the Link Type selected in the Link/Support Type drop-down list on the Link Property Data form and if the Nonlinear check box is checked on that form.

References

Kinematic model: L.E. Malvern, 1969. Introduction to the Mechanics of a Continuous Medium. Prentice-Hall.

Takeda model: T. Takeda, M.A. Sozen, N.N. Nielsen, "Reinforced Concrete Response to Simulated Earthquakes," J. Struct. Engrg. Div., ASCE, V. 96, No. 12, 1970, pp. 2257-2573

Pivot model: R.K. Dowell, F. Seible, E.L. Wilson, "Pivot Hysteresis Model for Reinforced Concrete Members," ACI Struct. J., ACI, V. 95, No. 5, 1998, pp. 607-617

 

Access the Link/Support Directional Properties form as follows:

  1. Click the Define menu > Section Properties > Link/Support Properties command or select a link object and click the  Assign menu > Link/Support > Link/Support Properties command to display the Link/Support Property form.

  2. Click the Add New Property button or highlight a previously defined link/support definition in the Properties area of the form and click the Modify/Show Property button to display the Link/Support Property Data form.

  3. Check one of the Direction check boxes (e.g., U1, U2, U3 and so on) and click the Modify/Show for All button (or the Modify/Show for {Direction} button if a nonlinear type is selected in the Link/Support Type drop-down list on the Link/Support Property Data form) to display the Link/Support Directional Properties form.