Response of beams resting on viscoelastically damped foundation to moving oscillators

By G. Muscolino, Alessandro Palmeri. 2007

94 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/f9b9b5c50bf18a80e227e71258f535be8c68809a

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Hu Ding
2. Liqun Chen
3. Shaohong Yang
4. E. Sapountzakis
5. A. Kampitsis

In Control and Systems Engineering

1. Liqun Chen
2. Hu Ding
3. Bo Wang
4. Xiaodong Yang

In Mechanical Engineering

1. Liqun Chen
2. E. Sapountzakis
3. A. Kampitsis

Citations in the corpus

• Nonlinear response of shear deformable beams on tensionless nonlinear viscoelastic foundation under moving loads (2011, background): “Muscolino and Palmeri [19] scrutinized beams resting on viscoelastically damped foundation under moving sdof oscillators through a state-space formulation, in which a number of internal variables are introduced with the aim of representing the frequency-dependent behavior of the viscoelastic foundat”
• Convergence of Galerkin truncation for dynamic response of finite beams on nonlinear foundations under a moving load (2012, background): “In order to study the interaction between train vehicles and railway track, Muscolino and Palmeri scrutinized the response of beams resting on viscoelastically damped foundation under moving sdof oscillators [30].”