بخشی از پاورپوینت :
Frames Deform
Predominantly in a shear mode
Source of lateral resistance is the rigidity of beam-column/slab joints
Shear Wall Deform
Essentially in bending mode
Shear deformations are rarely significant
Only very low shear walls with H/W ratio <1 fail in shear
Behave mostly like a slender cantilever
Designed to resist the combined effect of axial, bending and shear