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Behavior of reinforced concrete columns with sidesway
Behavior of columns as components of reinforced concrete framework under vertical loading and subject to sidesway has been studied analytically; numerical solutions describing behavior of approximately 1000 individual structural systems consisting of column and its adjoining members have been obtained; based on resulting data, study has been made into effects of several variables known to influence behavior and capacity of this type of structural system; variables considered were -- relative lateral restraint, ratio of end eccentricities, eccentricity of load, slenderness ratio, relative end restraint and yield of end restraint.
Behavior of reinforced concrete columns with sidesway
Behavior of columns as components of reinforced concrete framework under vertical loading and subject to sidesway has been studied analytically; numerical solutions describing behavior of approximately 1000 individual structural systems consisting of column and its adjoining members have been obtained; based on resulting data, study has been made into effects of several variables known to influence behavior and capacity of this type of structural system; variables considered were -- relative lateral restraint, ratio of end eccentricities, eccentricity of load, slenderness ratio, relative end restraint and yield of end restraint.
Behavior of reinforced concrete columns with sidesway
ASCE -- Proc (J Structural Div)
Pfrang, E.O. (author)
1966
26 pages
Article (Journal)
English
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