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A platform for research: civil engineering, architecture and urbanism
Nonelastic behavior of bridges under impulsive loads
Effects of loads that vary with time when deformations extend into plastic range; method aids in determining which bridges, under atomic attack, are most susceptible to damage; railway spans ranging from 50 to 519 ft were studied to determine permanent deflections produced by explosion of nominal atomic bomb 2000 ft vertically above center of span. (Separate)
Nonelastic behavior of bridges under impulsive loads
Effects of loads that vary with time when deformations extend into plastic range; method aids in determining which bridges, under atomic attack, are most susceptible to damage; railway spans ranging from 50 to 519 ft were studied to determine permanent deflections produced by explosion of nominal atomic bomb 2000 ft vertically above center of span. (Separate)
Nonelastic behavior of bridges under impulsive loads
Am Soc Civ Engrs -- Proc
Fraenkel, S.J. (author) / Grinter, L.E. (author)
1953
20 pages
Article (Journal)
English
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Nonelastic Behavior of Bridges under Impulsive Loads
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