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Parametric 3d wind loading on hemispheric dome structures

Silva, Felipe Tavares da;

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Within the visual programming platforms in parametric design, it has not yet available with effective integration the CFD (Computational Fluid Dynamics) simulation systems. This coupling would be particularly useful in relation to the modeling of structures subjected to wind loads in a parametric and algorithmically programmed scenario. It is proposed in this work a parametric modeling of the distribution of wind loads on the surface of a hemispherical dome structure surface. From a combination of wind speed, internal and external pressure coefficient, dimensions of the building, topography and roughness of the terrain. It were defined the magnitude and direction of a field of distributed normal forces on the surface of the hemispherical dome and some results were obtained.

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Palavras-chave: Wind loading; hemispheric dome; thin shell; grid shell; structures,

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DOI: 10.5151/despro-sigradi2016-669

Referências bibliográficas
  • [1] Anderson, J. D. (1995). Computational Fluid Dynamics. Singapore: McGraw-Hill Books.
  • [2] Eurocode 1: Actions on structures (1991).
  • [3] Farshad, M. (1992). Deslgn and analysis of shell structures. Springer.
  • [4] Jawad, M. H. (2004). Design of plate and shell structures. American Society of Mechanical Engineering.
  • [5] Melaragno, M. G. (1991). Introduction to shell structures: the art and science of vaulting. Van Nostrand Reinhold.
  • [6] NBR 6126 (1988). Forças devidas ao vento em edificações. Rio de Janeiro: ABNT-Associação Brasileira de Normas Técnicas.
Como citar:

Silva, Felipe Tavares da; "Parametric 3d wind loading on hemispheric dome structures", p. 638-644 . In: XX Congreso de la Sociedad Iberoamericana de Gráfica Digital [=Blucher Design Proceedings, v.3 n.1]. São Paulo: Blucher, 2016.
ISSN 2318-6968, DOI 10.5151/despro-sigradi2016-669

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