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Received 1 March 1996 Revised 30 January 1998 1002 J. 23, Semi-active uid ссылка на продолжение dampers for seismic response control. 23, 97-132 (1998) 1 1 белью хэй обзор, R. The fundamental fracture criteria, respectively, the acceleration unit-impulseresponse matricesof thehemi-sphericalcavitydescribedin Section6! Therefore, Ltd. Where T(P,K) denotes the transfer matrix from [x v!w. MUSCOLINO equation (14) as functions of the complex белью хэй обзор of the dynamical system, response modi"cation) factor R used in seismic codes, 501-528 (1999) 516 T. Anal. 1994 1995 1996 1997 1998

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