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A platform for research: civil engineering, architecture and urbanism
Inelastic behavior of reinforced concrete members subjected to short-time static loads
Experimentally determined stress-strain relationship for concrete in compression due to flexure; theory of inelastic flexure based on this is formulated to explain behavior of reinforced concrete members and to predict ultimate loads; method of determining collapse loads of statically indeterminate beams is used in checking test results obtained for three statically indeterminate beams. (Separate)
Inelastic behavior of reinforced concrete members subjected to short-time static loads
Experimentally determined stress-strain relationship for concrete in compression due to flexure; theory of inelastic flexure based on this is formulated to explain behavior of reinforced concrete members and to predict ultimate loads; method of determining collapse loads of statically indeterminate beams is used in checking test results obtained for three statically indeterminate beams. (Separate)
Inelastic behavior of reinforced concrete members subjected to short-time static loads
Am Soc Civ Engrs -- Proc
Lee, L.H.N. (author)
1953
26 pages
Article (Journal)
English
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