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

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4.3 ANÁLISIS ESTÁTICO

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action on arch-roof structures”, M. Eng. Sc. Thesis, Faculty of Engineering Science,

University of Western Ontario, London, Ontario, Canada, April.

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Vindlaster”, Norsk Standard, Språk:Norsk.

Robertson, A. P.; Hoxey, R. P.; Moran, P. (1985), “A full scale study of wind loads on

agricultural canopy structures and proposal for design”, J. of Wind Eng. and Industrial

Aerodynamics, Volume 21, pp. 167-205.

Rodríguez Cuevas, N. (1983), “Acción del viento en silos metálicos para

almacenamiento de granos”, Instituto de Ingeniería, UNAM, México.

Sabransky, I. J. (1984), “Wind pressure distribution on cylindrical storage silos”, M. Eng.

Sc. Thesis, Monash University.

Sachs, P. (1978), “Wind forces in engineering”, Pergamon Press, England.

Sadek, F.; Simiu, E. (2002), “Peak non-Gaussian wind effects for database – assisted

low rise building design”, J. Eng. Mech., 128(5), pp. 530-539.

SIA (1991), “Technische Normen Nr 160”, Normen fur die Belastungsannahmen, die

Inbetriebnahme und die Uberwachung der Bauten, Zurich, Switzerland, English version.

Simiu, E.; Miyata, T. (2006), “Design of Buildings and Bridges for Wind: A practical

Guide for ASCE-7 Standard. Users and Designers of Special Structures”, John Wiley

and Sons, Inc., Hoboken, N. J.

Simiu, E.; Scanlan, R. H. (1996), “Wind effects on structures: an introduction to wind

engineering”, John Wiley & Sons, New York, 3 rd . Edition.

Tieleman, H. W.; Elsayed, M. A. K.; Hajj, M. R. (2006), “Peak wind load comparison:

Theoretical estimates and ASCE 7”, J. of Structural Eng, Vol. 132, No. 7, pp. 1150-1157.

Tubemakers of Australia (1987), “Wind forces on tubular structures - Design Manual”,

August.

Uniform Building Code (1997), Volume 2, “Structural Engineering Design”, Provisions.

International Conference of Building Office, U. S. A.

4.3. II. 23

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