Adapting the CQC3 Rule for Three Seismic Components with Different Spectra
Publication: Journal of Structural Engineering
Volume 130, Issue 3
Abstract
The complete quadratic combination with three components (CQC3) formula is adapted for determining the critical response of elastic structures to two horizontal and the vertical seismic components with arbitrary spectra. The critical response, defined as the largest value of response for all possible incident angles of the two horizontal seismic components, can be estimated by the CQC3 rule assuming a period-independent value for the spectral ratio for these components. The CQC3 estimate is compared with the critical response that considers different spectra for each component, using spectra obtained from a preliminary study. The accuracy of the CQC3 estimate is evaluated for two values of the spectral ratio; is the average of the maximum and minimum value of the spectral ratio, and is the average of the two spectral ratios corresponding to the significant modes. Parametric analyses of one-story buildings and numerical analyses of multistory buildings indicate that the CQC3 rule predicts results within 5% of the critical value. For design purposes these differences are small and the CQC3 rule using or can be used to estimate the critical response of structures.
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References
Anastassiadis, K., Avramidis, I. E., and Panetsos, P. K. (1998). “Earthquake resistant design of structures under three-component orthotropic seismic excitation.” Proc., 11th European Conf. on Earthquake Engineering, Paris.
Chopra, A. K. (2001). Dynamics of structures: Theory and applications to earthquake engineering, 2nd Ed., Prentice-Hall, Saddle River, N.Y.
Clough, R. W., and Penzien, J. (1993). Dynamics of structures, 2nd Ed., McGraw-Hill, New York.
Krawinkler, H. (1998). “SAC phase 2 steel project: System performances.” Final Rep. to SAC Steel Program.
López, O. A., Chopra, A. K., and Hernández, J. J.(2000). “Critical response of structures to multicomponent earthquake excitation.” Earthquake Eng. Struct. Dyn., 29, 1759–1778.
López, O. A., and Hernández, J. J. (2002). “Response spectra for two horizontal seismic components and evaluation of the CQC3 rule.” 7th U.S. National Conf. on Earthquake Engineering, Boston.
López, O. A., and Torres, R.(1997). “The critical angle of seismic incidence and the maximum structural response.” Earthquake Eng. Struct. Dyn., 26, 881–894.
Menun, C., and Der Kiureghian, A.(1998). “A replacement for the 30%, 40% and SRSS rules for multicomponent seismic analysis.” Earthquake Spectra, 14(1), 153–156.
Penzien, J., and Watabe, M.(1975). “Characteristics of 3-dimensional earthquake ground motion.” Earthquake Eng. Struct. Dyn., 3, 365–374.
Smeby, W., and Der Kiureghian, A.(1985). “Modal combination rules for multicomponent earthquake excitation.” Earthquake Eng. Struct. Dyn., 13, 1–12.
Wilson, E. L., Der Kiureghian, A., and Bayo, E. P.(1981). “A replacement of the SRSS method in seismic analysis.” Earthquake Eng. Struct. Dyn., 9, 187–194.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Oct 1, 2002
Accepted: Apr 13, 2003
Published online: Feb 19, 2004
Published in print: Mar 2004
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