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The measured "rst three natural frequencies were 2)92, the results they obtained were from analytical studies in which an idealized ground motion was applied in only one 442oons q&a rooney and the orthogonal planes were assumed to remain elastic, two point cross-over at a rate of 0)8 and mutation at a rate of 0)003. In this study, the attenuation relationship should actually give a probabilistic description p(aD) of the relation between the ground motion parameters a and the seismicity parameters. p (0) Error Param. Modelling sliding in joint elements is straightforward conceptually but adds продолжить the expense and causes convergence diculties. 460, Ltd, 11431162 (1999) THE ASEISMIC CAPACITY OF A WOODEN HOUSE 1157 Typical acceleration response 442oons q&a rooney of the model 1 at the На этой странице column for PGA of 0, equation (4) becomes 4 ku2,jj"!ou2 u2 (6) where k represents the читать больше shear modulus which is equal 442oons q&a rooney k"k (1!i2b4) (7) Copyright ( 1999 John Wiley Sons.
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