Steel and Composite Structures

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Semi-continuous beam-to-column joints at the Millennium Tower in Vienna, Austria

  • Huber, Gerald (IStHM, Institute of Steel, Timber and Mixed Building Technology, University of Innsbruck)
  • Published : 2001.06.25
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Abstract

The Millennium Tower is situated to the north of the center of Vienna. With a height of 202 m it is the highest building in Austria. Realization was improved by new methods. The tower is a typical example of mixed building technology, combining composite frames with a concrete core. Special attention has been paid to the moment connections between the slim floors and the column tubes resulting in a drastically reduced construction time and thin slabs. The semi-continuity has been considered in the design at ultimate and serviceability limit states.

Keywords

References

  1. Anderson, D. (1999), (Editor), "Design of composite joints for buildings", ECCS Publication No. 109, ISBN 92- 9147-000-52, Brussels.
  2. Badran, M.Z. (1995), "Modelling of the connection zone of composite joints", Ph.D. thesis, IStHM, University of Innsbruck, Austria.
  3. Beck, H. (1999), "Nailed shear connection in composite tube columns", Conference Report Eurosteel 99 in Praha, ISBN 80-01-01963-2.
  4. Herzog, M. (1998), "Steifigkeitskalibrierung von Komponenten fur Knoten in Mischbauweise mit Hohlprofilstutzen fur ENV1994-1-1, Annex J (calibration of simplified stiffness formulae for steel and composite hollow column sections for ENV1994-1-1)", Diploma work, IStHM, University of Innsbruck, Austria.
  5. Hittenberger, R. (1992), "Zur Durchdringung von Stutzen und Deckenplatten bei Verbundknoten (the interaction between columns and slabs for composite joints), Ph.D Thesis, IStHM, University of Innsbruck, Austria.
  6. Huber, G. (1999), "Non-linear calculations of composite sections and semi-continuous joints", Ph.D Thesis, Ernst & Sohn, Berlin, ISBN 3-433-01250-4.
  7. Huber, G. and Michl, T. (1999), "Beispiele zur Bemessung von Riegel-Stutzen-Verbindungen (example calculation for a beam-to-column joint)", Fachseminar und Workshop Verbundbau 3, Fachhochschule Munchen/Munich, Germany.
  8. Huber, G., Rubin, D. (1999), "Verbundrahmen mit momententragfähigen Knoten beim Millennium Tower (composite frames with semi-continuous joints at the Millennium Tower)", Stahlbau 68, Ernst & Sohn, Berlin, 612-622. https://doi.org/10.1002/stab.199902110
  9. Muller, G. (1998), "Das Momentenrotationsverhalten von Verbundknoten mit Verbundstutzen aus Rohrprofilen (the moment-rotation response of composite joints with composite tubular hollow columns)", Ph.D Thesis, IStHM, University of Innsbruck, Austria.
  10. Taus, M. (1999), "Neue Entwicklungen im Stahlverbundbau am Beispiel Millennium Tower Wien und Citibank Duisburg (new developments in composite construction at the Millennium Tower in Vienna and the Citibank in Duisburg)", Commemorative Publication Prof. Dr. Ferdinand Tschemmernegg, IStHM, University of Innsbruck, Austria, ISBN 3-9501069-0-1.
  11. Tschemmernegg F. (1999), "Innsbrucker Mischbautechnologie im Wiener Millennium Tower (mixed building technology of Innsbruck at the Millennium Tower in Vienna)", Stahlbau 68, Ernst & Sohn, Berlin, p. 606-611. https://doi.org/10.1002/stab.199902100
  12. Tschemmernegg, F. 1999, (Coordinator), "Slim floor construction, chapter 4: calibration work for ENV1994-1- 1", INTAS Project 96-2154, Brussels.

Cited by

  1. Semi-rigid connection modeling for steel frameworks vol.35, pp.4, 2001, https://doi.org/10.12989/sem.2010.35.4.431