A parametric analytical model for non-linear dynamics in cable stayed beam.
The governing equations for dynamic transverse motion of a cable stayed beam are obtained by means of a classical variational formulation. The analytical model permits a parametric investigation of linear and non-linear behaviour in a family of cable stayed beam systems. Analytical eigensolutions of...
| izdano v: | Earthquake engineering & structural dynamics. 31, 6 (2002). |
|---|---|
| Glavni avtor: | |
| Format: | Article |
| Jezik: | English |
| Teme: |