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Lateral Stiffness of Unreinforced Masonry Circular Columns under Cracked Conditions
Unreinforced masonry Circular columns Seismic behavior Lateral stioness Cracking
2009/10/10
Both walls and columns are main structural elements of monumental buildings. In resisting seismic forces,the lateral stiness of these elements is an essential parameter. Earthquakes may cause cracks ...