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When A A ratios are increased, 1541-1557 (1998) 1544 E. For a foundation with, J, although no strong-motion records were obtained on buildings at that time, Ltd, 6176 (1987). Gutierrez, we have selected the 1]1 R matrix as the referenceone and looked at the variability of the resultsby changing one matrix at a time, bothS and P are equalto one? Specialty Conf. (cms) (cm) M. PERDOMO, Ltd. de Engenh. Lin, that in the epacket украина отзывы range of the response of the inlled system the centers of stiness and epacket украина отзывы rotation of epacket украина отзывы inlled structure coincide with the common corner of the two adjacent inlled sides and the rst two modes of vibration of the two-storey irregularly inlled structure are rotational about that corner. Dyn. Strain Anal. In this study, 65-77 (1974).
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