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Continuation of theoretical researches embodied in Report of Bridge Stress Committee; concise formulas for everyday computations; calculating oscillations produced by "hammerblow" of locomotive; long-span bridges in which locomotive spring movement does not occur; free oscillations of bridge supporting spring-borne mass at its center. See also Engineering Index 1931 p 234. (see also Structural Engr v 10 (New Series) n 11 Nov 1932 p 450-62; Engineer v 154 n 4009 and 4010 Nov 11 1932 p 492-3 and Nov 18 p 508)
Continuation of theoretical researches embodied in Report of Bridge Stress Committee; concise formulas for everyday computations; calculating oscillations produced by "hammerblow" of locomotive; long-span bridges in which locomotive spring movement does not occur; free oscillations of bridge supporting spring-borne mass at its center. See also Engineering Index 1931 p 234. (see also Structural Engr v 10 (New Series) n 11 Nov 1932 p 450-62; Engineer v 154 n 4009 and 4010 Nov 11 1932 p 492-3 and Nov 18 p 508)
Impact in railway-bridges
Instn Civ Engrs -- Min Proc session
Inglis, C.E. (author)
1932
48 pages
Article (Journal)
English
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Engineering Index Backfile | 1965
|Engineering Index Backfile | 1933
|TIBKAT | 1944
|Engineering Index Backfile | 1932
|Engineering Index Backfile | 1932
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