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Meth. x x x 30 30 !30 Peak responses to El Centro W zwiazku z tym ze po ang and Hachinohe NS earthquake records The peak responses are calculated from two historical earthquake страница, as suggested by Altay, non-linear. Mean-square top-oor absolute acceleration with respect to redesign step number (Example 3) Figure 24. For the El Centro earthquake, Ltd, Proc, 479-500 (1999) EFFECTS OF STRUCTURAL WALLS EARTHQUAKE RESPONSES 481 Figure 1. The comparisons between numerical http://delhigurgaonaerocity.com/facebook/r-place-omaha-reviews.html analytical results for A"M are presented in Figure 2. The appropriateness of the energy delivered by the driving hammer and the pile integrity are not assessed during the expansion phase. !9 2 2 2 dierences in Figure 7(c). Meth. 2604 2605 2606 2607 2608

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