Computation of Natural Frequencies of Planar Lattice Structure.

Abstract

Transfer matrices and joint coupling matrices are used to compute natural frequencies of vibration of a five-bay planar lattice structure. The method of analysis may be applied to general two and three-dimensional lattices. The necessary numerical computations may be performed easily with a personal computer. Numerical results for the first twenty-five nonzero natural frequencies of the five-bay planar lattice structure are given for the case when the members of the lattice are modeled as Bernoulli-Euler beams, and for the case when the members of the lattice are modeled as Timoshenko beams. The maximum difference in the computed natural frequencies of the two models occurs in the twenty-fifth mode and is less than one-half of one percent. The natural frequencies obtained here agree within six percent with the natural frequencies obtained in a previous analysis using a finite element method and an experimental modal analysis.

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Document Details

Document Type
Technical Report
Publication Date
Mar 01, 1987
Accession Number
ADA185387

Entities

People

  • James H. Williams Jr.
  • Raymond J. Nagem

Tags

Communities of Interest

  • C4I
  • Ground and Sea Platforms

DTIC Thesaurus Topics

  • Bending Moments
  • Computations
  • Computer Programs
  • Computers
  • Equations
  • Finite Element Analysis
  • Frequency
  • Geometry
  • Governments
  • Materials
  • Modal Analysis
  • Modulus Of Elasticity
  • Personal Computers
  • Plastic Explosives
  • Resonant Frequency
  • Three Dimensional
  • Timoshenko Beam

Readers

  • Control Systems Engineering.
  • Structural Dynamics.