Issue 39

V. Salajka et alii, Frattura ed Integrità Strutturale, 39 (2017) 88-99; DOI: 10.3221/IGF-ESIS.39.10 95 Figure 11 : Imposed function – lateral displacement u x (on left side) and lateral displacement u x from measurement and calculation at central point of the beam (on right side) experiment ── calculation Figure 12 : Reaction force dependence on displacement. Figure 13 : Typical view on the walls after testing. S1 Wall and S2 Wall The cyclic response solution on the S1 model and S2 model with the preload 484 kN, resp. 968 kN (including the girder and the concrete block) was compared with the values obtained from the test. Excitation function of time history lateral displacement is shown on the Fig. 14, resp. Fig. 16. The results of the comparison are in Figs. from 14 to 17.