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Struct. This fact is particularly relevant for the damping factors associated to the "rst transversal and vertical bending modes of vibration, P9 and P0. 330 Figure 3. Earthquake Engng? In these graphs the normalized ductility demands of elements 1 (left-side graphs) and 3 (right-side graphs) are plotted intermsof theratio da for systemswithg"0)4and designedwitha"1)0and d"0)0. ALIABADI University of british columbia fees II Figure 2. A series of numerical experiments covering a wide range of problems suggested that suitable choices for these parameters are 1 2 3 h"u1"u2"u3"1 (49) The advantages of these values are as follows: (i) Setting h"1 implies that the "rst order method corresponds to the backward Euler university of british columbia fees. It has to be noted that the traction on the crack surface is not equal продолжить the pore pressure any longer and there is always a dierence of !p !p between them. 2052 2053 2054 2055 2056

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