A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Dynamic response of beam on viscoelastic subgrade
Steady-state response of beam to rapidly moving load; it is shown that effect of foundation damping is most pronounced over certain limited velocity range of concentrated load; unbounded critical-velocity resonance does not occur; influence of initial elasticity is exhibited by comparison with response of beam supported by foundation of Kelvin models; analytical expressions and graphs for beam deflections and bending moments.
Dynamic response of beam on viscoelastic subgrade
Steady-state response of beam to rapidly moving load; it is shown that effect of foundation damping is most pronounced over certain limited velocity range of concentrated load; unbounded critical-velocity resonance does not occur; influence of initial elasticity is exhibited by comparison with response of beam supported by foundation of Kelvin models; analytical expressions and graphs for beam deflections and bending moments.
Dynamic response of beam on viscoelastic subgrade
ASCE -- Proc (J Eng Mechanics Div)
Achenbach, J.D. (author) / Sun, C. (author)
1965
16 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Lateral Cyclic Response of Pile in Viscoelastic Winkler subgrade
| Online Contents | 1994
Some implications of viscoelastic subgrade behavior
| Engineering Index Backfile | 1966
Dynamic Response Analysis of Compaction Loess Subgrade
| British Library Conference Proceedings | 2013
Dynamic Analysis of Infinite Beam on Modified Vlasov Subgrade
| Online Contents | 1997
Dynamic Analysis of Infinite Beam on Modified Vlasov Subgrade
| Online Contents | 1995