Influence of contact stresses on bearing capacity of traditional stone columns

[摘要] Traditional stone columns, built by linking the base, body of column and capital with a dowel in the column axis, are often characterized by typical cracks in connection zones that are continuously propagating. Despite numerous retrofit, this cracking can

[学科分类] 建筑学

[关键词] stress concentration;laboratory tests;numerical analysis;eccentrically loaded connection