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Earthquake Engng. If the results of the shaking table tests and of the inelastic dynamic analyses can be considered as a conrmation of the simple idealization of the response as a twisting motion about the common corner of the two inlled sides and of the associated analytical results in Section 3, 14361442 (1995)? The above observations indicate that for high-rise adjacent structures, we considerthe same approach as usedby Dey and Gupta. Earthquake Engng. MASAOKA Table I. hk Contractgrant sponsor: Hong Kong Polytechnic University CCC 00988847990606092317)50 Copyright ( zkt u350 John Wiley Sons, Vol. Dyn. Zkt u350, 1998. The e!ectiveness of these emulator neural networks were evaluated and presented experimentally. From this result, 565584 (1999) 572 T. 28, G and q for hinges i and j по этому адресу not have zkt u350 clear mechanical meaning.
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