<abstract xmlns="http://www.w3.org/1999/xhtml"><p>Verification of beam-column resistance can be accomplished according to design approaches given in EN 1993-1-1 [<xref ref-type="bibr" rid="j_cee-2018-0004_ref_001_w2aab3b7b3b1b6b1ab1ab1Aa">1</xref>]. These approaches are derived from verification of single span beam with pinned end conditions subjected to compression and bending moments. In the case of different end conditions, the application of those approaches is not so accurate and more difficult. Therefore, the comparison of verification according to above standard EN 1993-1-1 [<xref ref-type="bibr" rid="j_cee-2018-0004_ref_001_w2aab3b7b3b1b6b1ab1ab1Aa">1</xref>] as well as EN 1999-1-1 [<xref ref-type="bibr" rid="j_cee-2018-0004_ref_002_w2aab3b7b3b1b6b1ab1ab2Aa">2</xref>] to results of experimental analyses of beam-columns having pinned-fixed end conditions subjected to an eccentric compressive force simulating the behaviour of columns integrated into frames is presented in this paper.</p></abstract>

Verification of beam-column resistance can be accomplished according to design approaches given in EN 1993-1-1 [1]. These approaches are derived from verification of single span beam with pinned end conditions subjected to compression and bending moments. In the case of different end conditions, the application of those approaches is not so accurate and more difficult. Therefore, the comparison of verification according to above standard EN 1993-1-1 [1] as well as EN 1999-1-1 [2] to results of experimental analyses of beam-columns having pinned-fixed end conditions subjected to an eccentric compressive force simulating the behaviour of columns integrated into frames is presented in this paper.

Pinned - Fixed Beam - Column Resistance Verification According to European Standards

Department of Structures and Bridges, Faculty of Civil Engineering

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Verification of beam-column resistance can be accomplished according to design approaches given in EN 1993-1-1 [1]. These approaches are derived from...

Pinned - Fixed Beam - Column Resistance Verification According to European Standards

Publicado en línea: 30 may 2018

Páginas: 28 - 36

DOI: https://doi.org/10.2478/cee-2018-0004

Palabras clave
Beam-columns, Flexural buckling, Imperfections, Beam-column resistance, Second-order theory

© 2018 Jozef Prokop et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Pinned - Fixed Beam - Column Resistance Verification According to European Standards

Publicado en línea: 30 may 2018

Páginas: 28 - 36

DOI: https://doi.org/10.2478/cee-2018-0004

Palabras claveBeam-columns, Flexural buckling, Imperfections, Beam-column resistance, Second-order theory

© 2018 Jozef Prokop et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Palabras clave
Beam-columns, Flexural buckling, Imperfections, Beam-column resistance, Second-order theory