Characteristics of impact caused in shorter span bridge by train passing at speed of 100 km/hr were studied; data of field tests on span girders having span length less than 30 m are analyzed and theory of impact factor presented in which kinetic energy, strain energy, and dissipation function are determined by expanding deflection of bridge into Fourier series and put into Lagrange equation of motion. (see also Int Ry Congress Assn -- Monthly Bul v 42 n 2 Feb 1965 p 121-6)
Impact on railway bridges
Tokyo, Ry Tech Research Inst -- Quarterly Report
1964
4 pages
Report
English
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