Superposition Principle for the Tensionless Contact of a Beam Resting on a Winkler or a Pasternak Foundation
Author:
Affiliation:
1. Researcher, Dipartimento di Ingegneria Meccanica e Civile, Università degli Studi di Modena e Reggio Emilia, via Vignolese 905, 41122 Modena, Italy.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000555
Reference19 articles.
1. Dynamic response of a column with foundation uplift
2. Steady state and stability of a beam on a damped tensionless foundation under a moving load
3. The response of a finite beam on a tensionless Pasternak foundation subjected to a harmonic load
4. Elastic and Viscoelastic Foundation Models
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