PSI - Issue 11

Paolo Zampieri et al. / Procedia Structural Integrity 11 (2018) 436–443

439

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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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