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

COMENTARIOS
REFERENCIAS
ASCE (1999), “Wind tunnel studies of buildings and structures”. Task Committee on
Wind Tunnel Testing of Buildings and Structures, American Society of Civil Engineers,
Aerodynamics Committee Aerospace Division, Manuals and Reports on Engineering
Practice No. 67, Virginia, U. S. A., 2 nd edition.
Esteva, L. (1970), “Regionalización sísmica de México para fines de ingeniería”, Serie
Azul del Instituto de Ingeniería, UNAM, pp-246.
Esteva, L. (1969), “Seismic risk and seismic design decisions”, Seminar on Seismic
Design for Nuclear Power Plants, Massachusetts Institute of Technology, Cambridge,
Mass.
Ghiocel, D.; Lungu, D. (1975), “Wind, snow and temperature effects on structures based
on probability”, Abacus Press, Tunbridge Wells, Kent, England.
Holmes, J. D. (2007), “Wind loading of structures”, Taylor & Francis, New York, U. S. A.,
2 nd edition.
National Research Council of Canada (2005), “National Building Code of Canada”,
Canadian Commission on Building and Fire Codes.
Sachs, P. (1978), “Wind forces in engineering”, Pergamon Press, England.
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, U. S. A., 3 rd edition.
Van der Hoven, I. (1967), “Power spectrum of horizontal wind speed in the frequency
range from 0.0007 to 900 cycles per hour”, J. Meteorology, Vol.14, pp. 160-164.
4.1 II. 12