Restoration and Strengthening of Historical Buildings: The Example of Minceta Fortress in Dubrovnik

Figure 11

Some results of finite element analyses. (a) The displacements for the nonuniform temperature distribution of 10°C at the south side and 0°C at the north side. (b) The vertical stresses for the dead load (MPa). (c) The vertical stresses for the combination of the dead load and the earthquake forces for an acceleration of 0.3 g (MPa), equivalent static analysis. (d) The first four mode shapes and eigenvalues of the numerical model.

(a)

(b)

(c)

(d)