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Formulas for structural dynamics : tables, graphs, and solutions / Igor A. Karnovsky, Olga I. Lebed.

By: Contributor(s): Material type: TextTextPublisher: New York : McGraw-Hill, 2001Description: xxiii, 535 pages : illustrations ; 24 cmContent type:
  • text
Media type:
  • unmediated
Carrier type:
  • volume
ISBN:
  • 0071367128
  • 9780071367127
Subject(s): DDC classification:
  • 624.17021
LOC classification:
  • TA654 .K27 2000
Contents:
Preface -- Acknowledgments -- Definitions -- Ch. 1. Transverse Vibration Equations -- Ch. 2. Analysis Methods -- Ch. 3. Fundamental Equations of Classical Beam Theory -- Ch. 4. Special Functions for the Dynamical Calculation of Beams and Frames -- Ch. 5. Bernoulli-Euler Uniform Beams with Classical Boundary Conditions -- Ch. 6. Bernoulli-Euler Uniform One-Span Beams with Elastic Supports -- Ch. 7. Bernoulli-Euler Beams with Lumped and Rotational Masses -- Ch. 8. Bernoulli-Euler Beams on Elastic Linear Foundation -- Ch. 9. Bernoulli-Euler Multispan Beams -- Ch. 10. Prismatic Beams Under Compressive and Tensile Axial Loads -- Ch. 11. Bress-Timoshenko Uniform Prismatic Beams -- Ch. 12. Non-Uniform One-Span Beams -- Ch. 13. Optimal Designed Beams -- Ch. 14. Nonlinear Transverse Vibrations -- Ch. 15. Arches -- Ch. 16. Frames -- App. A. Eigenfunctions and their derivatives for one-span beams with different boundary conditions -- App. B. Eigenfunctions and their derivatives for multispan beams with equal length and different boundary conditions -- App. C. Some useful definite integrals -- App. D. Some assumed functions -- Index.
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Holdings
Item type Current library Call number Copy number Status Date due Barcode
Book City Campus City Campus Main Collection 624.17021 KAR (Browse shelf(Opens below)) 1 Available A255477B

Includes bibliographical references and index.

Preface -- Acknowledgments -- Definitions -- Ch. 1. Transverse Vibration Equations -- Ch. 2. Analysis Methods -- Ch. 3. Fundamental Equations of Classical Beam Theory -- Ch. 4. Special Functions for the Dynamical Calculation of Beams and Frames -- Ch. 5. Bernoulli-Euler Uniform Beams with Classical Boundary Conditions -- Ch. 6. Bernoulli-Euler Uniform One-Span Beams with Elastic Supports -- Ch. 7. Bernoulli-Euler Beams with Lumped and Rotational Masses -- Ch. 8. Bernoulli-Euler Beams on Elastic Linear Foundation -- Ch. 9. Bernoulli-Euler Multispan Beams -- Ch. 10. Prismatic Beams Under Compressive and Tensile Axial Loads -- Ch. 11. Bress-Timoshenko Uniform Prismatic Beams -- Ch. 12. Non-Uniform One-Span Beams -- Ch. 13. Optimal Designed Beams -- Ch. 14. Nonlinear Transverse Vibrations -- Ch. 15. Arches -- Ch. 16. Frames -- App. A. Eigenfunctions and their derivatives for one-span beams with different boundary conditions -- App. B. Eigenfunctions and their derivatives for multispan beams with equal length and different boundary conditions -- App. C. Some useful definite integrals -- App. D. Some assumed functions -- Index.

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