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On the Buckling of the No-tension Material Masonry Column
A húzószilárdság nélküli téglapillér statikai modelljéről
Authors:
István Tajta
and
Endre Dulácska
elastic column ρ 2 : the curvature of the crack-free elastic column 1, 2: the index of continuously cracked and the crack-free column h: index of the discretely cracked column Assumption –The material of the column is linear-elastic and perfectly plastic