摘要：In this paper a set of mechanical properties of masonry prisms, masonry units and mortar is given. Compression and shear strength, and additionaly based on measured strains the secant elastic modulus are determined for unreinforced masonry prisms. Results of experimental investigations have been compared with analytical expressions available in the literature. By analyzing masonry units through HRN EN 771-1:2002 [3] normative, inadmissable deviations in unit dimensions are noticed. All tests have been done by following the guidelines from prEN 1996-1-1 [2] normative.
其他摘要：Opisuju se rezultati ispitivanja mehaničkih svojstava nearmiranih elemenata ziđa, zidnih elemenata i morta. Na nearmiranim elementima ziđa utvrđena je tlačna i posmična čvrstoća, te je mjerenjem deformacija određen sekantni modul elastičnosti. Rezultati e
