Free vibrations of foundation beams on two-parameter elastic soil

DOI10.1016/0045-7949(93)90237-8zbMath0774.73068OpenAlexW2072023412MaRDI QIDQ4203597

Alfio Masi, Claudio Franciosi

Publication date: 8 September 1993

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(93)90237-8

zbMATH Keywords

stiffness matrixmass matrixexact shape functions

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (8)

Vibration of nonclassical shear beams with Winkler-Pasternak-type restraint ⋮ A novel analysis method for damping characteristic of a type of double-beam systems with viscoelastic layer ⋮ A selective review of direct, semi-inverse and inverse eigenvalue problems for structures described by differential equations with variable coefficients ⋮ A mixed method for bending and free vibration of beams resting on a Pasternak elastic foundation ⋮ FREE VIBRATIONS OF SHEAR DEFORMABLE CIRCULAR CURVED BEAMS RESTING ON ELASTIC FOUNDATIONS ⋮ A dual beam model for geosynthetic-reinforced granular fill on an elastic foundation ⋮ Free vibrations of Timoshenko beam-columns on Pasternak foundations ⋮ An approach for the Pasternak elastic foundation parameters estimation of beams using simulated frequencies

This page was built for publication: Free vibrations of foundation beams on two-parameter elastic soil