Manual de diseño de Obras Civiles [Diseño por Viento] CFEV08

4.3 ANÁLISIS ESTÁTICO
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Georgiou, P. N.; Vickery, B. J. (1979), “Wind loads on building frames”, Proceedings, 5 th
Int. Conference on Wind Eng., Fort Collins, pp. 421-433.
Ghiocel, D.; Lungu, D. (1975), “Wind, snow and temperature effects on structures based
on probability”, Abacus Press, Tunbridge Wells, Kent, England.
Gumley, S. J. (1981), “Panel loading mean pressure study for canopy roofs”, University
of Oxford, Department of Eng. Science, OUEL Report 1380/81.
Gumley, S. J. (1984), “A parametric study of extreme pressures for the static design of
canopy structures”, J. of Wind Eng. and Industrial Aerodynamics, Vol. 16, pp. 43-56.
Harris, G. M.; Crede, C. E. (1976), “Shock and vibration handbook”, McGraw-Hill
Handbooks, New York, 2 nd edition.
Holmes, J. D. (2007), “Wind loading of structures”, Taylor & Francis Group, U. S. A., 2 nd
edition.
Holmes, J. D. (1996a), “Along-wind response of lattice towers, Part II: Aerodynamic
damping and deflections”, Eng. Structures, Vol. 18, pp. 483-488.
Holmes, J. D. (1996b), “Along-wind response of lattice towers, Part III: Effective load
distribution”, Eng. Structures, Vol. 18, pp. 489-494.
Holmes, J. D. (1994), “Along-wind response of lattice towers, Part I: Derivation of
expressions for gust response factors”, Eng. Structures, Vol. 16, pp. 287-292.
Holmes, J. D.; Paterson, D. A. (1993a), “Mean wind pressures on arch-roof buildings by
computation”, Proceedings of the 2 nd Colloquium on Bluff Body Aerodynamics and its
Applications, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 40,
Elsevier, London.
4.3. II. 21