Analysis of a Two-Layer Viscoelastic System
The theory of stresses and displacements in a two-layer linear viscoelastic medium is defined for quasi-static loading, full continuity at the layer interface, and variable material compressibility....

On a Kind of Hysteretic Damping
Slightly nonlinear materials and structures with purely hysteretic damping, subjected to harmonic disturbances, are examined. It is shown that a load-deformation or stress-strain relation,...

Dynamic Response Functions
Visco-elastic, shear, and rotatory inertia effects are introduced into the Laplace transforms of the response functions for lattice structures. The response functions are written in a...

Viscoelastic Plate on a Viscoelastic Foundation
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Viscoelastic Plate on a Viscoelastic Foundation
Axisymmetric bending of viscoelastic plate of finite thickness supported by viscoelastic foundation of infinite extent is examined; assuming frictionless interface conditions, formal solution...

Viscoelastic Winkler Foundation with Shear Interactions
Concept of Pasternak-foundation, consisting of Winkler-foundation with shear interactions, is extended to case of viscoelastic behavior; formulation for vertical surface displacements...

Bending of Plates on a Viscoelastic Foundation
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Behavior of Viscoelastic Plates in Bending
Solutions of fundamental equation by use of Laplace transformation; quasi-static deflection of laterally loaded plates is obtained in terms of associated elastic deflection of similar...

Flexible Surfaces on Viscoelastic Subgrades
Analysis of stress and deformation of subgrade strengthened by flexible surface plate subjected to load distribution; application of linear viscoelastic theory; particular examples for...

Behavior of Viscoelastic Plates in Bending
Solutions of fundamental equation by use of Laplace transformation; quasi-static deflection of laterally loaded plates is obtained in terms of associated elastic deflection of similar...

Bending of Plates on a Viscoelastic Foundations
E.REISSNER's theory is cited which extended Winkler-Zimmerman foundation to permit introduction of differential shear stiffness parameter in addition to foundation modulus;...

Principle of Virtual Work in Structural Analysis
Principle of virtual work is derived for plane structures composed of straight members to permit general interpretation of function usually called virtual displacement and is applied to...

Flexible Surfaces on Viscoelastic Subgrades
Analysis of stress and deformation of subgrade strengthened by flexible surface plate subjected to load distribution; application of linear viscoelastic theory; particular examples for...

The Infinite Elastic Beam on a Linear Viscoelastic Foundation
The infinite, elastic beam on three different types of linear viscoelastic foundations is analyzed under various loads. Initial, transient, and terminal states of beam deflection and foundation...

 

 

 

 

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