Examination of dynamic behavior of 16 steel railway bridges with spans ranging from 3.9-70.8 m; results of observations of natural frequencies of bridges, logarithmic decrements of damping, and dynamic increase coefficients; vibration of bridges caused by steam, electric and diesel-electric locomotives and various cars; explanation of causes of vibrations.
Dynamic Stresses in Steel Railway Bridges
Int Ry Congress Assn -- Monthly Bul
1963
37 pages
Report
English
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