Formulas for an infinitely long bernoulli-euler beam on the pasternak model

A feasibility study on railway ballast damage detection utilizing measured vibration of in situ concrete sleeper

Formulation of a generalized beam element on a two-parameter elastic foundation with semi-rigid connections and rigid offsets

Calculation of GI for a multidirectional composite double cantilever beam on two-parametric elastic foundation

Deflections of Timoshenko beam with varying cross-section

The objective of this paper is to present the complete force-displacement relationship for a Timoshenko beam element resting on a two-parameter elastic foundation. Both the stiffness matrix and nodal-action column-vector coefficients are derived from the transport matrix based on the exact solution of two differential equations governing the problem concerned herein. Explicit expressions for the element stiffness matrix and the nodal-action column vectors are

L. M. Shirima

Papers

Timoshenko Beam Element Resting on Two-Parameter Elastic Foundation