PSI - Issue 11
Paolo Zampieri et al. / Procedia Structural Integrity 11 (2018) 436–443
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./ Structural Integ
rity Procedia 0
0 (2018) 000–00 0
t coincide with th
Fig. 3. Co
ndition in which
the hinges calcu
lated in the k-1-t
h iteration do no
e hinges in the k
-th iteration
Fig. 4. Algo
rithm implement
ed
3. E E plas mor alon befo mm diag alon
xperimental xperimental tic caisson w tar as in Och g a 45° dire re by other a , an arch rise ram and the g g an inclined
testing analysis was as used in or sendorf J.A. ction (Figure uthors. The a of 585 mm raphical repr direction of 4
carried out on der to obtain (2006) tests. 5). This app rch made fro and an embr esentation of 5°, providing
a masonry a a great geom The masonry lied displace m 37 bricks m ace angle ( β ) the mechanic instant-by-in
rch made of etrically reg arch was fix ment system easuring 25 equal to 107 al system cap stant the imp
solid bricks b ular element ed to a steel represents an 0 x 125 x 50 .356°. Figure able of apply osed displace
ound with tra instead of us frame with a innovative mm3 has a sp 5 shows the ing an increm ment value.
ditional mor ing bricks w movable spri case never st an length of experimenta ental displace
tar. A ithout nging udied 2281 l test ment
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