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A platform for research: civil engineering, architecture and urbanism
Design of Slender Concrete Columns
The presented paper brings comparison of design accuracy of slender concrete column coming from levels of approximation after MC 2010 and SIA 262, which are compared with the Method of nominal curvature for calculation of 2. order moment after EN 1992-1-1. Results were also compared with nonlinear analysis accounting for 2nd order effects, nonlinear behavior of concrete in compression and influence of cracking, creep and shrinkage.
Design of Slender Concrete Columns
The presented paper brings comparison of design accuracy of slender concrete column coming from levels of approximation after MC 2010 and SIA 262, which are compared with the Method of nominal curvature for calculation of 2. order moment after EN 1992-1-1. Results were also compared with nonlinear analysis accounting for 2nd order effects, nonlinear behavior of concrete in compression and influence of cracking, creep and shrinkage.
Design of Slender Concrete Columns
Key Engineering Materials ; 691 ; 220-229
2016-05-19
10 pages
Article (Journal)
Electronic Resource
English
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