The quasi-static and dynamic responses of a linear viscoelastic Timoshenko beam on Winkler foundation are studied numerically by using the hybrid Laplace-Carson and finite element method. In this analysis the field equation for viscoelastic material is used. In the transformed Laplace-Carson space t
The Certain Generalized Stresses Method for the static finite element analysis of bar and beam trusses with variability
✍ Scribed by Pascal Lardeur; Étienne Arnoult; Luigi Martini; Catherine Knopf-Lenoir
- Book ID
- 113623127
- Publisher
- Elsevier Science
- Year
- 2012
- Tongue
- English
- Weight
- 701 KB
- Volume
- 50
- Category
- Article
- ISSN
- 0168-874X
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