Abstract
The development of the differential quadrature element method (DQEM) in-plane deflection analysis model of arbitrarily curved beam structures was carried out. The DQEM uses the extended differential quadrature to discretize the differential equation defined on each element, the transition conditions defined on the interelement boundary of two adjacent elements, and the boundary conditions of the beam. Numerical results obtained from solving two structural models using a numerical algorithm are presented. The convergence of the developed DQEM analysis model is efficient.
| Original language | English |
|---|---|
| Pages (from-to) | 132-141 |
| Number of pages | 10 |
| Journal | Computer-Aided Civil and Infrastructure Engineering |
| Volume | 20 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 2005 Mar |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Computer Science Applications
- Computer Graphics and Computer-Aided Design
- Computational Theory and Mathematics
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