Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Continuation of report indexed in Engineering Index 1931 p 314 and 1932 p 281; tests on amount of load reinforced-concrete column will sustain indefinitely; load deformation diagram; stress-strain curve for tension rods; effect of percentage of spiral reinforcement on ultimate strength of columns saving 4% longitudinal reinforcement; fast loading; time effect; deformation of column under sustained load; effect of release of load.
Continuation of report indexed in Engineering Index 1931 p 314 and 1932 p 281; tests on amount of load reinforced-concrete column will sustain indefinitely; load deformation diagram; stress-strain curve for tension rods; effect of percentage of spiral reinforcement on ultimate strength of columns saving 4% longitudinal reinforcement; fast loading; time effect; deformation of column under sustained load; effect of release of load.
Fifth report on column tests at lehigh university
Am Concrete Inst -- J
Lyse, I. (Autor:in)
1933
10 pages
Aufsatz (Zeitschrift)
Englisch
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Research notes -- Current work at Lehigh University
Engineering Index Backfile | 1934
|Engineering Index Backfile | 1956
|British Library Online Contents | 2006