Reliability of Slender Reinforced Concrete Columns in Second Generation of Eurocodes

Ľudovít Fillo; Vladimír Benko; Jakub Dobrý

doi:10.4028/www.scientific.net/SSP.309.228

Paper Titles

Large-Size Jointless Concrete Slab-on-Grade with Combined Prestressing
p.201

Effect of Fire Model Parameter Variability on Determination of Fire Resistance of Concrete Structural Members
p.208

The Analysis of Shear Forces Flow around the Supports of Flat Slabs
p.216

Safety of Eurocode Model for Prediction of Shear Strength of Bridge Deck Slabs
p.222

Reliability of Slender Reinforced Concrete Columns in Second Generation of Eurocodes
p.228

Testing of the Prefabricated Reinforced Concrete Pillars
p.234

Approaches to Determine Material Model of Fibre Reinforced Concrete
p.240

Reconstruction Effectiveness of Locally Supported Flat Slabs to Increase in Shear Resistance
p.246

Modelling and Manufacturing of Complex Architectural Elements of Concrete Using Industrial Robots in Formwork Fabrication
p.252

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Reliability of Slender Reinforced Concrete Columns in Second Generation of Eurocodes

Abstract:

Design of slender reinforced concrete columns based on currently valid series of codes has its blank spaces. Authors of this articles are systematically working on filling these blank spaces with theoretical and experimental verifications, with focus on upcoming series of Eurocodes. They are attending the meetings of work group TC250-SC2-WG1, which is preparing changes in the new series. In this article we are presenting our suggested changes based on calculations and series of slender reinforced concrete columns experiments.

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Periodical:

Solid State Phenomena (Volume 309)

Pages:

228-233

DOI:

https://doi.org/10.4028/www.scientific.net/SSP.309.228

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Online since:

August 2020

Authors:

Ľudovít Fillo*, Vladimír Benko, Jakub Dobrý

Keywords:

Eurocodes, Reliability, Slender Reinforced Concrete Columns

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References

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