Numerical simulation of beam-to-column joints with flange cleats

@inproceedings{JaboskaKrysiewicz2018NumericalSO,
  title={Numerical simulation of beam-to-column joints with flange cleats},
  author={Agnieszka Jabłońska-Krysiewicz and Jakub Gołowczyc},
  year={2018}
}
Although the effect of semi-rigid steel beam-to-column connections on the behaviour of steel frames and their substantial economic benefits are recognized nowadays, many structural analyses still consider connections as either fixed or pinned. For that reasons, there is need to be able the generate moment-rotation responses of semi-rigid connections that can be used for analysis and design proposes. Characteristic of the joints can be found using FEM models. The objective of the analysis was to… CONTINUE READING

References

Publications referenced by this paper.
SHOWING 1-2 OF 2 REFERENCES

Building structures in theory and practice

A. Jabłońska-Krysiewicz, E.Waśniewska
  • Pope John Paul II State School of Higher Education, Biała Podlaska
  • 2013
VIEW 1 EXCERPT

, J

F. Bijlaar
  • of Constructional Steel Research , 62, pp.1060-1067 (
  • 2006
VIEW 1 EXCERPT