Timoshenko beam structures resting on a two-parameter elastic foundation solved by the differential quadrature element method

Chang-New Chen

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The development of DQEM solution of Timoshenko beam structures resting on a two-parameter elastic foundation was carried out. The DQEM uses Chebyshev DQ model to discretize the governing differential 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 algorithms are presented. The convergence of the developed DQEM analysis models is efficient.

Original languageEnglish
Title of host publicationProceedings of the 9th International Conference on Computational Structures Technology, CST 2008
PublisherCivil-Comp Press
Volume88
ISBN (Print)9781905088232
Publication statusPublished - 2008 Jan 1
Event9th International Conference on Computational Structures Technology, CST 2008 - Athens, Greece
Duration: 2008 Sep 22008 Sep 5

Other

Other9th International Conference on Computational Structures Technology, CST 2008
CountryGreece
CityAthens
Period08-09-0208-09-05

All Science Journal Classification (ASJC) codes

  • Environmental Engineering
  • Civil and Structural Engineering
  • Computational Theory and Mathematics
  • Artificial Intelligence

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