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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 - n 4009 Nov 11 1932 p 492-3; Instn Civ Engrs -- Min Proc session v 23 n 4870 1931-32 48 p; Structural Engr v 10 (New Series) n 11 Nov 1932 p 450-62) (New Series)
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 - n 4009 Nov 11 1932 p 492-3; Instn Civ Engrs -- Min Proc session v 23 n 4870 1931-32 48 p; Structural Engr v 10 (New Series) n 11 Nov 1932 p 450-62) (New Series)
Impact in railway-bridges
Engineer
Inglis, C.E. (Autor:in)
Engineer ; 154
1932
Aufsatz (Zeitschrift)
Englisch
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TIBKAT | 1944
|Engineering Index Backfile | 1944
|Engineering Index Backfile | 1965
|Engineering Index Backfile | 1933
|Engineering Index Backfile | 1929