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A Mathematical Treatise on Vibrations in Railway Bridges

C. E. Inglis

$41.95

Paperback

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English
Cambridge University Press
03 December 2015
Originally published in 1934, this book was written by the renowned British civil engineer Sir Charles Inglis (1875–1952), inventor of the Inglis Bridge and head of the Cambridge University Engineering Department from 1919 to 1943. The text presents a study of 'the dynamic effects in railway bridges, produced by the action of locomotives and other moving loads, and the determination of simple, yet scientific formulae, whereby these effects can be predicted with a reasonable degree of accuracy'. This book will be of value to anyone with an interest in railway bridges and the history of civil engineering.
By:  
Imprint:   Cambridge University Press
Country of Publication:   United Kingdom
Dimensions:   Height: 254mm,  Width: 178mm,  Spine: 12mm
Weight:   450g
ISBN:   9781107536524
ISBN 10:   1107536529
Pages:   230
Publication Date:  
Audience:   College/higher education ,  Further / Higher Education
Format:   Paperback
Publisher's Status:   Active
Introduction; 1. Deflections of beams obtained by methods of harmonic analysis; 2. Natural frequencies and normal modes of vibration; 3. Oscillations produced by stationary but alternating distributions of load; 4. Oscillations produced by moving loads of constant magnitude; 5. Oscillations produced by a moving alternating force; 6. Oscillations produced by a moving alternating force, taking into account damping; 7. Oscillations produced by a moving alternating force associated with a concentrated moving mass; 8. Oscillations produced by a moving alternating force associated with a moving concentrated mass and damping influences; 9. Oscillations taking into account the spring movement of a locomotive; 10. Resistance to spring movement treated in accordance with the laws of solid friction; 11. Vector methods for computing oscillations due to alternating forces; 12. Oscillations in short-span bridges; 13. Bridge and locomotive characteristics; 14. Dynamic bending-moments and shearing-forces; Synopsis.

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