Inverted pyramid Azores - an eternal hybrid structure

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Abstract

Engineering structures are designed with observation of rules for structural performance under specific design loads, defined in the so-called structural codes. While dead loads are directly dependent from the selection of structural materials to a given structural function, live and accidental loads are often linked to the region where the structure must perform. In a complete opposition to engineering principles in Ancient Egypt, the inverted pyramid was designed to become a statement of how to bend gravitational laws, and what can be achieved by modern engineering, sill with intelligence to fulfill its function in a region where engineering structures are subjected to extreme live and accidental load regimes, e.g. high risk of earthquakes and high wind seasonal loads. A hybrid structural concept was specified, comprising lightweight structural wall elements anchored to a relatively heavyweight structural core. The suggested design concept fulfills the global equilibrium equation defined by architecture, and should become a structural example from a structural design perspective. As any other project involving non-comprehensive geometry, design and construction of the inverted pyramid is highly sensible to management options, which shall assure high precision manufacturing, and accurate control of its production.

About the authors

Luís Pedro F R Sarmento Esteves

Aalborg University

Author for correspondence.
Email: luispedroesteves@hotmail.com
ORCID iD: 0000-0002-2989-0284

PhD and Scientist in Civil Engineering, MSc in Civil and Construction Engineering

Fredrik Bajers Vej 7K, Aalborg East, 9220, Kingdom of Denmark

References

  1. Edwards I.E.S. The pyramids of Egypt. Revised edition (first published 1947). Penguin Books; 1986.
  2. Benvenuto E. An introduction to the history of structural mechanics. Part II. Vaulted structures and elastic systems. Springer-Verlag; 1991.
  3. Hook R. De potencia restitutive. Londres; 1678.
  4. Maxwell J.C. On the calculation of the equilibrium and stiffness of frames. The Scientific Papers оf James Clerk Maxwell. 1890;2:175-177.
  5. Castigliano А. Théorie de l'equilibre des systèmes élastiques. Turin; 1879.
  6. Mohr O. Beitrag zur theorie des fachwerks. Zeitschrift des Architekten und Ingenour-Vereins zu Hannover (vol. 20). Hannover: Schmorl & von Seefeld; 1874.
  7. Brücken F.L. Äesthetic und gestaltung. Stuttgart: Deutsche Verlag-Anstalt; 1984.
  8. Underwood D.K. Oscar Niemeyer and the architecture of Brazil. New York: Rizzoli; 1994.
  9. Grand Louvre: phase I. Pei Cobb Freed & Partners.
  10. OMA Partners - Music House in Porto. 2000.
  11. Eurocodes, CEN. 1997-2020.

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