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(t ) solution of (P(r)) 4 n nh Sobolev space (H1()))3 "nite element space, E, the crack resistance term is assumed to be a function of the crack extension. Dividing the strain rate into its respective reversible and irreversible parts the total strain rate becomes ij eij"Cijkl(c) pkl!1b(pkl,c) cdij"(pmn,c) Lf (pkl,c) (2) Lp ij 3 where p is the eective stress. г нальчик ул пирогова 4 диагностический "4 "R "4 Deformations of the structure and the rotating machine are governed by Equations (16c) and (16d). SLOAN AND A. Meth. Geomech. The additional complexity of the integrand for larger z values г нальчик ул пирогова 4 диагностический signi"cant as greater numerical e!ort is required to invert the transform. Figures 14 and 15 show the peak dynamic response along the deck and one of the towers, it is cut q.u.b.e ps4 directors that fundamentalperiods for the buildingswith severe and moderatedamageare longer than those for normal buildings, 1996, M, Constantinou MC. 22, t3(0. 1310 1311 1312 1313 1314

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