TECHNICAL PAPERS
Sep 1, 1989

Wind Response Spectrum

Publication: Journal of Engineering Mechanics
Volume 115, Issue 9

Abstract

This paper formulates a theoretically consistent definition of the wind response spectrum based upon the equivalent wind spectrum technique, a calculation procedure by means of which wind is schematized as a stochastic stationary Gaussian process characterized by a mean velocity profile on which an equivalent turbulent fluctuation, perfectly coherent in space, is superimposed. The method presented herein allows the evaluation of the dynamic along‐wind respohse of structures, as well as of the structural behavior to the seismic ground motion, by the well‐known response spectrum technique. This procedure, parallelly applied to wind and earthquake actions, reveals significant conceptual and formal analogies, leading to results characterized by the same order of approximation.

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References

1.
Anagnostopoulos, S. A. (1981). “Response spectrum techniques for three‐component earthquake design.” Earthquake Eng. Struct. Dyn., 9, 459–476.
2.
Benioff, H. (1934). “The physical evaluation of seismic destructiveness.” Bull. Seismic Soc. Amer., 24, 398–403.
3.
Biot, M. A. (1941). “A mathematical analyzer for prediction of earthquake stresses.” Bull. Seismic Soc. Amer., 31, 151–171.
4.
Biot, M. A. (1943). “Analytical and experimental methods in engineering seismology.” Trans. ASCE, Paper No. 2183, 365.
5.
Combining modal responses and spatial components in seismic response analysis. (1976). U.S. Nuclear Regulatory Commission, Regulatory Guide 1.92 Rev. 1.
6.
Cooley, J. W., and Tukey, J. W. (1965). “An algorithm for the machine calculation of complex Fourier series.” Math. Comput., 19, 297–301.
7.
Davenport, A. G. (1961). “The application of statistical concepts to the wind loading of structures.” Proc., Inst. Civ. Engrg., London, England, 19, 449–472.
8.
Davenport, A. G. (1967). “Gust loading factors.” J. Struct. Engrg., ASCE, 93(3), 11–34.
9.
Goodman, L. E., Rosenblueth, E., and Newmark, N. M. (1958). “Aseismic design of firmly founded elastic structures.” Trans. ASCE, 120, 782–802.
10.
Gupta, A. K. (1984). “Modal combination in response spectrum method.” Proc. Eighth World Conference on Earthquake Engrg., IV, San Francisco, Calif., 163–169.
11.
Hadjan, A. H. (1981). “Seismic response of structures by the response spectrum method.” Nucl. Engrg. Des., 66(2), 179–201.
12.
Housner, G. W., Martel, R. R., and Alford, J. L. (1953). “Spectrum analysis of strong‐motion earthquakes.” Bull. Seismic Soc. Amer., 43(2), 97–119.
13.
Husid, R., and Ronnberg, C. (1970). “Exact response and modal superposition techniques of bending structures with earthquake excitation.” Proc., Fourth Symposium on Earthquake Engrg., Rorkee, 234–261.
14.
Kennedy, R. P. (1983). “Modal response combination for higher frequency modes.” Laboratory Report, Lawrence Livermore Labs., Calif.
15.
Lindley, D. W., and Yow, J. R. (1980). “Modal response summation for seismic qualification.” Proc., Second ASCE Conference on Civ. Engrg. and Nuclear Power, 6, Knoxville, Tenn.
16.
Merchant, H. C., and Hudson, D. E. (1962). “Mode superposition in multidegree of freedom systems using earthquake response spectrum data.” Bull. Seismic Soc. Amer., 52(2), 405–416.
17.
O'Hara, G. J., and Cunnif, P. F. (1963). “Elements of normal mode theory.” NRL Report 6002, U.S. Naval Res. Lab., Washington, D.C.
18.
Powell, G. H. (1979). “Missing mass correction in modal analysis of piping systems.” Trans. Fifth Int. Conference on Struct. Mech. in Reactor Tech., K10/3, Berlin.
19.
Rosenblueth, E. (1956). “Some applications of probability theory in aseismic design.” Proc. World Conference on Earthquake Engrg., Berkeley, Calif.
20.
Rosenbiueth, E., and Elorduy, J. (1969). “Response of linear systems to certain transient disturbances.” Proc., Fourth World Conference on Earthquake Engrg., A‐l, Santiago, Chile, 185–196.
21.
Salmonte, A. J. (1982). “Considerations on the residual contribution in modal analysis.” Earthquake Engrg. Struct. Dyn., 10, 295–304.
22.
Shinozuka, M., and Jan, C. M. (1972). “Digital simulation of random processes and its applications.” J. Sound Vibr., 25(1), 111–128.
23.
Simiu, E. (1976). “Equivalent static wind loads for tall building design.” J. Struct. Engrg., ASCE, 102(4), 719–737.
24.
Simiu, E. (1980). “Revised procedure for estimating along‐wind response.” J. Struct. Engrg., ASCE, 106(1), 1–10.
25.
Singh, M. P., and Chu, S. L. (1976). “Stochastic considerations in seismic analysis of structures.” Earthquake Engrg. Struct. Dyn., 4, 295–307.
26.
Singh, M. P., and Mehta, K. B. (1983). “Seismic design response by an alternative SRSS rule.” Earthquake Eng. Struct. Dyn., 11, 771–783.
27.
Solari, G. (1982). “Along‐wind response estimation: Closed form solution.” J. Struct. Engrg., ASCE, 108(1), 225–244.
28.
Solari, G. (1983). “Analytical estimation of the along‐wind response of structures.” J. Wind Eng. Ind. Aerodyn., 14, 467–477.
29.
Solari, G. (1987). “Turbulence modeling for gust loading.” J. Struct. Engrg., ASCE, 113(7), 1550–1569.
30.
Solari, G. (1988). “Equivalent wind spectrum technique: Theory and applications.” J. Struct. Engrg., ASCE, 114(6), 1303–1323.
31.
Tsai, N. C. (1984). “A new method for spectral response analysis.” Proc., Eighth World Conference on Earthquake Engrg., 171–177.
32.
Vellozzi, J., and Cohen, E. (1968). “Gust response factors.” J. Struct. Engrg., ASCE, 97(6), 1295–1313.
33.
Vickery, B. J. (1970). “On the reliability of gust loading factors.” Proc., Tech. Meeting Conc Wind Loads on Buildings and Structures. Nat. Bureau Standards, Building Sci. Series 30, Washington, D.C. 93–104.
34.
Wilson, E. L., Der Kiureghian, A., and Bayo, E. P. (1981). “A replacement for the SRSS method in seismic analysis.” Earthquake Eng. Struct. Dyn., 9, 187–194.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 115Issue 9September 1989
Pages: 2057 - 2073

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Published online: Sep 1, 1989
Published in print: Sep 1989

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Giovanni Solari, Member, ASCE
Assoc. Prof., Instituto di Scienza delle Costruzioni, Univ. of Genoa, Genoa, Italy

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