Pages that link to "Item:Q837252"
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The following pages link to Nonlinear analysis of structural elements under unilateral contact constraints by a Ritz-type approach (Q837252):
Displaying 6 items.
- Nonlinear analysis of shear deformable beam-columns partially supported on tensionless three-parameter foundation (Q364817) (← links)
- Constrained and unconstrained optimization formulations for structural elements in unilateral contact with an elastic foundation (Q955915) (← links)
- Efficient analysis of plates on nonlinear foundations (Q1655969) (← links)
- Response of an infinite beam on a bilinear elastic foundation: bridging the gap between the Winkler and tensionless foundation models (Q1788455) (← links)
- Flexural wave propagation in infinite beams on a unilateral elastic foundation (Q2296428) (← links)
- Finite-element models for flexible unidimensional structures with unilateral constraints (Q3537560) (← links)