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

Pinned - Fixed Beam - Column Resistance Verification According to European Standards AbstractVerification 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. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Civil and Environmental Engineering de Gruyter

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

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Publisher
de Gruyter
Copyright
© 2018 Jozef Prokop et al., published by Sciendo
eISSN
2199-6512
DOI
10.2478/cee-2018-0004
Publisher site
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Abstract

AbstractVerification 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.

Journal

Civil and Environmental Engineering – de Gruyter

Published: Jun 1, 2018

References

  • Design of Steel Structures Part General Rules and Rules for Buildings
    Brussels
  • Resistance of beam - column subjected to transversal load and axial force thesis Department of Structures and Faculty of Civil University of
    JANÍK
  • Buckling resistance of metal members and beams of in
    BREZINA
  • Rules for member stability in Background documentation and design guidelines
    BOISSONNADE
  • Design of aluminium structures Part General structural rules