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

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4.4 ANÁLISIS DINÁMICO

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Structural Division, Proceeding of the American Society of Civil Engineers, ASCE, Vol.

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Journal of Wind Engineering and Industrial Aerodynamics, 77 y 78, pp. 673-684.

Solari, G. (1990), “A Generalized Definition of Gust Factor”, Journal of Wind Engineering

and Industrial Aerodynamics, 36, pp. 539-548.

Solari, G. (1989), “Wind Response Spectrum”, Journal of Engineering Mechanics, Vol.

115, No. 9, pp. 2057-2073.

Solari, G. (1988), “Equivalent Wind Spectrum Technique: Theory and Applications”,

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Solari, G. (1987), “Turbulence Modeling for Gust Loading”, Journal of Structural

Engineering, Vol. 113, No. 7, pp. 1550-1569.

Solari, G. (1986), “3-D Response of Buildings to wind action”, Journal of Wind

Engineering and Industrial Aerodynamics, 23, pp. 379-393.

Solari, G. (1983a), “Gust Buffeting. I: Peak Wind Velocity and Equivalent Pressure”,

Journal of Structural Engineering, Vol. 119, No. 2, pp. 365-381.

Solari, G. (1983b), “Gust Buffeting. II: Dynamic Alongwind Response”, Journal of

Structural Engineering, Vol. 119, No. 2, pp. 383-398.

Solari, G. (1983c), “Alongwind Response Estimation: Structural Classification”, Journal

of Structural Engineering, Vol. 109, No. 2, pp. 575-581.

Solari, G. (1982), “Alongwind Response Estimation: Closed Form Solution”, Journal of

the Structural Division, Proceeding of the American Society of Civil Engineers, ASCE,

Vol. 108, N0. ST1, January, pp. 225-244.

Tallin, A.; Ellingwood, B. (1985), “Wind-induced motion of tall buildings”, Engng. Struct.,

Vol. 7, pp. 245-252.

Tamura, Y.; Ohkuma, T.; Okada, H.; Kanda, J. (1999), “Wind loading standards and

design criteria in Japan”, Journal of Wind Engineering and Industrial Aerodynamics, Vol.

83, pp. 555-566.

4.4. II. 23

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