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

4.3 ANÁLISIS ESTÁTICO
REFERENCIAS
ACI 307-08, “Specification for the design and construction of reinforced concrete
chimneys”, ACI Committee 307, U. S. A.
ANSI/TIA-222-G-1 (2007), “Structural Standards for Steel Antenna Towers and Antenna
Supporting Structures-Addendum 1”, Telecommunications Industry Association, EIA,
April.
ANSI/TIA-222-G-2005 (2006), “Structural Standards for Antenna Supporting Structures
and Antennas”, Telecommunications Industry Association, EIA, August.
AS 3995-1994 (1994), “Design of steel lattice towers and masts”, Australian Standard.
AS/NZS 1170.2:2002 (2005), “Structural design actions. Part 2: Wind actions”,
Australian Standards and New Zealand Standards, April.
AS/NZS 1170.2 Supplement 1:2002 (2002), “Structural design actions – Wind actions –
Commentary” (Supplement to AS/NZS 1170.2:2002), Standards Australia/Standards
New Zealand.
ASCE/SEI 7-05 (2006), “Minimum Design Loads for Buildings and Other Structures”,
ASCE Standard, American Society of Civil Engineers.
Bayar, D. C. (1986), "Drag coefficients of latticed towers", Journal of Structural
Engineering, ASCE, Vol. 112, pp. 417-430.
BS 6399-2:1997 (2002), British Standard, “Loading for buildings. Part 2: Code of
practice for wind loads”, BSI 31, July.
BS 8100:Part 1 (1986), “Lattice towers and masts, Part I. Code of practice for loading”,
British Standards Institution, London, England.
BS 4076 (1978), “Specification for steel chimneys”, British Standards Institution, London,
England.
BS 8100:Part 2 (1986), “Lattice towers and masts, Part 2. Guide to the background and
use”, British Standards Institution, London, England.
4.3. II. 19