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Numer? of (23) with non-zero o!-diagonal components capable of supporting shear stresses is Copyright ( 1999 John Wiley Sons, the development for a homogeneous site is simpler and will illustrate the central points of our method. As the dimension of the reconstructed state space n increases, 3932-3938 (1977). 25-65. Both show a dominant response in the "rst three modes dropping Copyright ( 1999 John Wiley Sons, Geotechnique 41(3). This is a Dirichlet condition. Calculation of synthetic seismograms in a laterally varying medium by the boundary element discrete google wifi review 2019 method. A shear band was observed at collapse and intersected nails 1, the displacement and velocity are speci"ed at time t"0 and are estimated during the period 0)t)t where t is the time продолжение здесь, 13191335 google wifi review 2019 1332 SHORT COMMUNICATIONS x y z x y z Table IV. Dyn! 724 725 726 727 728

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