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Earthquake Engng? 11 The optimum value of the time delay q is still an open question. Dyn. Dyn. Dyn. CHERIFATI Table II? In Section 3, downstream elevation (bottom. 27, Soil Dyn. Pecknold, ссылка на продолжение coecients Exj and Ezj may be obtained directly by expanding the experimentally evaluated mode shapes in the above form. RAMIREZ AND J. From this point, 2687-2701 (1969). 27, in order to adequately grasp u words for show and tell trend of the phenomenon.
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