Columns break at intersections with floor beams. Inadequate reinforcement bar and ties do not confine the concrete when subjected to high shear and tension stresses.
Short columns in the exterior walls get high shear and tension stresses directed into them by surrounding massive concrete.
Bending and punching shear failure at intersections of a slab (waffle) and columns.
Unreinforced masonry infill may fall off and often become displaced from surrounding frames.
Weak concrete and poor construction can make all the above conditions worse and is more likely to lead to larger collapse. |