A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Creep buckling of reinforced concrete columns
Effect of creep on buckling strength of pinned, axially-loaded, initially-bent reinforced concrete columns under static sustained loading; unstable column is defined as one which collapses before finite desired life time has elapsed; analysis is geometrically linear, physically nonlinear and quasistatic; quasi-linear parabolic type governing equations are solved by approximate mathematical and numerical methods; digital computer program to solve life time of column.
Creep buckling of reinforced concrete columns
Effect of creep on buckling strength of pinned, axially-loaded, initially-bent reinforced concrete columns under static sustained loading; unstable column is defined as one which collapses before finite desired life time has elapsed; analysis is geometrically linear, physically nonlinear and quasistatic; quasi-linear parabolic type governing equations are solved by approximate mathematical and numerical methods; digital computer program to solve life time of column.
Creep buckling of reinforced concrete columns
ASCE -- Proc (J Structural Div)
Mauch, S. (author) / Holley, M.J. (author)
1963
31 pages
Article (Journal)
English
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