Theory of the Second Order for Braced and Bracing Columns

Ľudovít Fillo; Vladimír Benko

doi:10.4028/p-eTak9w

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Optimization of Reinforced Concrete Structures in Terms of Environmental Impacts, Durability and Cost
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Theory of the Second Order for Braced and Bracing Columns
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Limits for the Punching Shear Capacity of the Flat Slabs Reinforced with Transverse Reinforcement
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Temperature Measurement in Massive Concrete Structures
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Dependence of a Steel-concrete-Steel Sandwich Structure Behavior under Pure In-Plane Shear Loading on the Reinforcement Ratio
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 976Theory of the Second Order for Braced and Bracing...

Theory of the Second Order for Braced and Bracing Columns

Abstract:

When analyzing slender columns, the second-generation Eurocode FprEN [2] recommends the calculation of the bending moment envelope, which consists of both first-order and second-order moments. This paper presents the aforementioned calculation method for both braced and bracing columns, utilizing a comprehensive “general” nonlinear approach.

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Periodical:

Key Engineering Materials (Volume 976)

Pages:

39-44

DOI:

https://doi.org/10.4028/p-eTak9w

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Online since:

March 2024

Authors:

Ľudovít Fillo*, Vladimír Benko

Keywords:

Braced and Bracing Slender Concrete Columns, Non-Linear Analysis, Resistance of Critical Cross-Section, Stiffness and Curvature Methods, Strengths Failure

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References

[1] EN 1992-1-1(2004) Design of concrete structures. Part:1-1 General rules and rules for buildings. 225 pp.

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[2] FprEN 1992-1-1(2023apr) Design of concrete structures. Part:1-1. General rules and rules for buildings, bridges and civil engineering structures. 405 pp.

DOI: 10.3403/03178016u

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[3] Fillo, Ľ.-Benko, V. (2022) Design of Concrete Columns by prEN1992-1-1/2021. In: Engineering Materials. Vol. 930, pp.163-168.

DOI: 10.4028/p-492of5

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[4] ČSN 73 1201(1986) Design of concrete structures (Navrhování betonových konstrukcí) Prag 1986.

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[5] Benko, V. et al. (2016) Failure of Slender Columns of Loss of stability. In: Key Engineering Materials. Vol. 691, s. 185-194. ISSN 1013-9826.

DOI: 10.4028/www.scientific.net/kem.691.185

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