Abstract
The development of differential quadrature element method (DQEM) in-plane vibration analysis model of arbitrarily curved nonprismatic beam structures was carried out. The DQEM uses the extended differential quadrature (EDQ) to discretize the differential eigenvalue equation defined on each element, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions of the beam. Numerical results solved by the developed numerical algorithm are presented. The convergence of the developed DQEM analysis model is efficient. This numerical algorithm can be used to analyze the related offshore structures.
| Original language | English |
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| Pages | 377-386 |
| Number of pages | 10 |
| DOIs | |
| Publication status | Published - 2002 |
| Event | Proceedings of the 21st International Conference on Offshore Mechanics and Arctic Engineering (OMAE) - Oslo, Norway Duration: 2002 Jun 23 → 2002 Jun 28 |
Other
| Other | Proceedings of the 21st International Conference on Offshore Mechanics and Arctic Engineering (OMAE) |
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| Country/Territory | Norway |
| City | Oslo |
| Period | 02-06-23 → 02-06-28 |
All Science Journal Classification (ASJC) codes
- Ocean Engineering
- Energy Engineering and Power Technology
- Mechanical Engineering