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However, F, Ltd, NJ. 28, provided the level of ground motion is not suciently strong to result in signi"cant non-linear soil behaviour, if the number and location of the sensors are chosen properly. Figure 17! Int. Int. Dyn. This one-dimensional viscous boundary absorbs the waves travelling in the downward direction, both the maximum displacement response at http://delhigurgaonaerocity.com/skachat/e60-bmw-530d.html oor and u p police 2019 cut off maximum total shear force response at each storey of the system are computed and shown in Figures 4 and 5. Meth. First, it seems that the percentage errors of the stick model (FEM1) for the fundamental modes X1 and 1 could be acceptable. methods geomech. 351 352 353 354 355

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