Technical Papers
Aug 15, 2012

Finding the Form of an Irregular Meshed Steel and Glass Shell Based on Construction Constraints

Publication: Journal of Architectural Engineering
Volume 18, Issue 3

Abstract

In the context of the search for an efficient structural shape to cover the Dutch Maritime Museum courtyard in Amsterdam, Netherlands, the authors briefly discuss the driving design factors that influenced the earliest glass roof coverings. The trends that emerged during the late 20th and early 21st century in the design of skeletal steel glass shells are exposed. These design developments range from sculptural to geometric and structural intentions. The discussion of the competition design development of the Dutch Maritime Museum steel glass shell roof shows the quest for a structurally efficient catenary form based on a poetic geometric idea. This paper presents a construction-driven design methodology that slightly adapts the numerical form found catenary shape with the objective of achieving planarity in all the triangulated, four-sided and five-sided mesh faces. The challenge of facet planarity is gracefully solved by an analytical origami approach and presented. This approach is compared with finding the Maxwell reciprocal network diagram. The final faceted shape shows elegance and structural efficiency.

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References

Adriaenssens, S., De Voldere, S., Ney, L., and Strauwen, I. (2010). Laurent Ney: Shaping forces. A+ editions, CIAUD-ICASD, Brussels.
Barnes, M. and Dickson, M. eds. (2000). Widespan roof structures. Thomas Telford, London.
Basso, P., Del Grosso, A., Pugnale, A., and Sassone, M. (2009). “Computational morphogenesis in architecture: the cost optimization of free form grid-shells.” Proc., Int. Association for Shell and Spatial Structures (IASS) Symposium 2009 Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structure, Valencia, IASS, Madrid, Spain.
Billington, D. (2008). The art of structural design: A Swiss legacy, Yale University Press, New Haven, CT, 128–163.
Block, P., and Ochsendorf, J. (2007). “Thrust network analysis: A new methodology for three-dimensional equilibrium.” J. Int. Assoc. Shell Spatial Structures, 48(3), 1–7.
Cremona, L. (1879). Le figure reciproche nella statica grafica, Ulrico Hoepli, Milan.
Day, A. S. (1965). “An introduction to dynamic relaxation.” The Engineer, 29, 218–221.
European Committee for Standardization (CEN). (1990). “Eurocode: Basis of structural design.” Eurocode 0, Brussels, Belgium.
European Committee for Standardization (CEN). (1991). “Actions on structures.” Eurocode 1, Brussels, Belgium.
European Committee for Standardization (CEN). (1993). “Design of steel structures.” Eurocode 3, Brussels, Belgium.
Glymph, J., Shelden, D., Ceccato, C., Mussel, J., and Schober, H. (2004). “A parametric strategy for freeform glass structures using quadrilateral planar facets.” Automat. Construct., 13(2), 187–202.
Guillaume, P., Blengini, G., Ruaut, P. and Brunetti, F. (2005). “Nouvelle foire de Milan: prouesses d’acier.” Revue Centre Information Acier 8, 20–27.
Huerta, S. (2003). “El calculo de estructuras en la obra de Gaudi.” Ingeniera Civil, 130, 121–133.
Kilian, A. and Ochsendorf, J. (2005). “Particle-spring systems for structural form-finding.” J. Int. Assoc. Shell Spatial Structures, 46(148), 77–84.
Kohlmaier, G., and Von Sartory, B. (1991). Houses of glass: A nineteenth-century building type, MIT, Cambridge, 641.
Leach, N., Turnbull, D., and Williams, C. (2004). Digital tectonics, Wiley-Academy, London.
Moreyra Garlock, M., and Billington, D. (2008). Félix Candela engineer, builder, structural artist, Yale University Press, New Haven, CT.
Otto, F., Rasch, B., Pfafferodt, Schonborn, A.G., and Schanz S. (1995). Finding form. Deutsche Werkbund Bayern, Edition Axel Menges, Munich, Germany.
Schek, H. J. (1974). “Force density methods for form finding and computation of general networks.” Comput. Methods Appl. Mech. Eng., 3(1), 115–134.
Schober, H. (2002). “Geometrie-Prinzipien fur wirtschaftliche und effiziente Schalentragwerke.” Bautechnik, (79), 16–24.
Shelden, D. (2002). “Digital surface representation and the constructability of Gehry’s architecture.” Ph.D. thesis, MIT, Cambridge, MA.
Strauwen, I., Ney, L., and Vandevelde, D.(2005). 06/Laurent Ney freedom of form finding. Vai and A16, Antwerp, Belgium.
Timoshenko, S. P. (1953). History of strength of materials, McGraw Hill, New York.
Timoshenko, S. P., and Goodier, J. N. (1970). Theory of elasticity, McGraw Hill, New York.
Timoshenko, S. P., and Young, D. H. (1965). Theory of structures, McGraw Hill, New York.
Williams, C. (2000). “The definition of curved geometry for widespan enclosures.” Widespan roof structures, Barnes M. and Dickson M., eds., Thomas Telford, London, 41–59.
Williams, C. (2001). “The analytic and numerical definition of the geometry of the British Museum Great Court Roof.” Mathematics & design 200, Burry M., Datta S., Dawson A., and Rollo A. J., eds., Deakin University, Geelong, Victoria, Australia, 434–440.
Woods, M., and Swartz, W. A. (1988). Glass houses: A history of greenhouses, orangeries and conservatories, Aurum Press, London, 216.

Information & Authors

Information

Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 18Issue 3September 2012
Pages: 206 - 213

History

Received: Aug 13, 2009
Accepted: Oct 3, 2011
Published online: Aug 15, 2012
Published in print: Sep 1, 2012

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Authors

Affiliations

Sigrid Adriaenssens, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Princeton Univ., Princeton, NJ 08540 (corresponding author). E-mail; [email protected]
Laurent Ney
Partner, Ney and Partners, sa, Chaussée de la Hulpe 181, B-1170 Brussels, Belgium.
Eric Bodarwe
Partner, Ney and Partners, sa, Chaussée de la Hulpe 181, B-1170 Brussels, Belgium.
Chris Williams
Senior Lecturer, Dept. of Architecture and Civil Engineering, Univ. of Bath, Claverton Down, Bath BA2 7AY, U.K.

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