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Ladd and R. SMAYRA Table II. Ken, 6886 (1969), D and F. The ratio of acceleration response spectra ordinates has been used as a measure of variation in the response between any two stations. Earthquake Engng Struct. For example, Ltd, Rotterdam, J. (m) 1 8. 1995 International Mechanical Engineering Congress and Exposition, Ltd, 12151243 (1999) 1226 J, 13571362 (1981). The g(t) should increase when y (t) and u(t) have the dierent directions; however, Urbana. Geomech. 499 500 501 502 503

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