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A platform for research: civil engineering, architecture and urbanism
Inelastic buckling and sidesway of concrete frames
Long concrete column as part of portal and box frames is considered; theoretical analysis for simple frames based on moment curvature relationship is presented and programmed into Fortran IV language; results calculated by theoretical analysis are compared with available test results of box frames; reduction factors for long columns for given portal frames as calculated by theoretical analysis are then compared with those calculated by formulas of ACI-63 Building Code.
Inelastic buckling and sidesway of concrete frames
Long concrete column as part of portal and box frames is considered; theoretical analysis for simple frames based on moment curvature relationship is presented and programmed into Fortran IV language; results calculated by theoretical analysis are compared with available test results of box frames; reduction factors for long columns for given portal frames as calculated by theoretical analysis are then compared with those calculated by formulas of ACI-63 Building Code.
Inelastic buckling and sidesway of concrete frames
ASCE -- Proc (J Structural Div)
Chang, W.F. (author)
1967
14 pages
Article (Journal)
English
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