Reference : Design of single span beams in SLS and ULS using semi-continuous beam-to-column joint...
Scientific journals : Article
Engineering, computing & technology : Civil engineering
Physics and Materials Science
http://hdl.handle.net/10993/31969
Design of single span beams in SLS and ULS using semi-continuous beam-to-column joints - Part 1: Beams with constant bending stiffness and joints according to EN 1993-1-8
English
Braun, Matthias Volker mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
Duarte Da Costa, Job mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
Obiala, Renata mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
Odenbreit, Christoph mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
2016
Steel Construction
Wiley-VCH Verlag
9
1
1-15
Yes (verified by ORBilu)
International
1867-0520
1867-0539
[en] This article explains a method for determining how semi-continuous joints influence the deflection, natural frequency and bending moment distribution of single-span beams with constant inertia under uniformly distributed load. The method is adequate for simple hand calculations, allowing the structural engineer to assess potential savings already in the pre-design phase. Further, the economical potential of semi-continuous joints according to EN 1993-1-8 is demonstrated by an application example.
http://hdl.handle.net/10993/31969
10.1002/stco.201610007

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