Design of Slender Concrete Columns

Ľudovít Fillo; Veronika Knapcová; Tomáš Augustín

doi:10.4028/www.scientific.net/KEM.691.220

Paper Titles

Determination of Load-Carrying Capacity of Railway Steel and Concrete Composite Bridges
p.172

Failure of Slender Concrete Columns of Loss of Stability
p.185

Steel Core in Composite Steel-Concrete Columns
p.195

Design and Execution of Watertight Concrete Constructions
p.209

Design of Slender Concrete Columns
p.220

Minimisation of Water Content in Concrete
p.230

Reliability Assessment of Bridge Column under Accidental Impact
p.239

Long-Term Effects Monitoring on Prestressed Concrete Bridge
p.250

Long-Term Monitoring of Composite Bridge across Odra River on the D47 Freeway
p.259

HomeKey Engineering MaterialsKey Engineering Materials Vol. 691Design of Slender Concrete Columns

Design of Slender Concrete Columns

Abstract:

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.

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Periodical:

Key Engineering Materials (Volume 691)

Pages:

220-229

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.691.220

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Online since:

May 2016

Authors:

Ľudovít Fillo, Veronika Knapcová, Tomáš Augustín

Keywords:

Level of Approximation, Moment of 2. Order, Stability of Compressed Concrete Members

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References

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