Advertisement

Experimental and Analytical Studies on the Cyclic Behaviour of Column-Base Joints

  • S. Ádány
  • L. Dunai
  • L. Calado
Part of the NATO Science Series book series (NAII, volume 4)

Abstract

End-plate-type joints are widely used in steel frame structures, connecting either two steel elements (like beam-to-column, beam-to-beam or column-to-column joints) or a steel and a concrete/reinforced concrete element (like column-base joints or joints of a steel beam and a reinforced concrete column). Although these joints have numerous practical advantages, their application results in a more complicated structural behaviour which must be considered in the design.

Keywords

Failure Mode Behaviour Mode Plastic Hinge Local Buckling Reinforced Concrete Column 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 1.
    Adany, S. 2000. “Numerical and Experimental Analysis of Bolted End-Plate Joints under Monotonic and Cyclic Loading”, PhD Dissertation, Budapest University of Technology and Economics.Google Scholar
  2. 2.
    Adany, S., Calado, L. & Dunai, L. 1999. “Experimental Program on Bolted End-Plate Joints”, ICIST Internal Report, Lisbon, Portugal.Google Scholar
  3. 3.
    Ballio, G., Calado, L. & Castiglioni, C. A. 1997. “Low Cycle Fatigue Behaviour of Structural Steel Members and Connections”, Fatigue & Fracture of Engineering Materials & Structures, Vol. 20, No. 8, pp. 1129–1146.CrossRefGoogle Scholar
  4. 4.
    Calado, L., Bernuzzi, C. & Castiglioni, C. A. 1998. “Structural Steel Components under Low-cycle Fatigue: Design Assisted by Testing”, Structural Engineering World Congress, SEWC, San Francisco.Google Scholar
  5. 5.
    Calado, L. & Lamas, A. 1998. “Seismic Modelling and Behaviour of Steel Beam-to-Column Connections”, 2nd World Conference on Steel Construction, San Sebastian, Spain.Google Scholar
  6. 6.
    Calado, L. & Mele, E. 1999. “Experimental Research Program on Steel Beam-to-Column Connections ”, Report ICIST, DT no 1/99, ISSN:O871-7869Google Scholar
  7. 7.
    Calado, L., Mele, E. & De Luca, A. 1999. “Cyclic Behaviour of Steel Semirigid Beam-to-Column Connections”, to be published in ASCE.Google Scholar
  8. 8.
    Dunai, L., Fukumoto, Y. & Ohtani, Y. 1996. “Behaviour of Steel-to-Concrete Connections under Combined Axial Force and Cyclic Bending”, Journal of Constructional Steel Research, Vol. 36, No. 2, pp. 121–147.CrossRefGoogle Scholar
  9. 9.
    ECCS 1986. “Recommended Testing Procedure for Assessing the Behaviour of Structural Steel Elements under Cyclic Loads”, Technical Committee 1, TWG 1.3, No. 45.Google Scholar
  10. 10.
    ENV 1993-1-1: Eurocode 3 1993. “Design Rules for Steel Structures”, Part 1-1, “General Rules and Rules for Buildings.”Google Scholar

Copyright information

© Springer Science+Business Media Dordrecht 2000

Authors and Affiliations

  • S. Ádány
    • 1
  • L. Dunai
    • 1
  • L. Calado
    • 2
  1. 1.Budapest University of Technology and EconomicsHungary
  2. 2.Instituto Superior TécnicoLisbonPortugal

Personalised recommendations