Figure 5.
qAz, ro) (cq. 26) for the model in Fig. 4 in the case of the same vertica l set of elements and the same incidence as in Fig. 3. Using eq. (27), the BEM solutions are compensated by the displacement and the traction on .si~-
qAz, ro) (cq. 26) for the model in Fig. 4 in the case of the same vertica l set of elements and the same incidence as in Fig. 3. Using eq. (27), the BEM solutions are compensated by the displacement and the traction on .si~-
