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Interaction of shear walls and frames
Distribution of lateral forces and their effects on resisting elements of buildings braced with shear walls is obtained by iterative method directly applicable to design; method can also be applied to frame torsion resulting from eccentric loads or dissymmetry, to base rotation and plastic rotation of shear wall at any point, axial deformation of columns, and to walls that are terminated at intermediate levels; recommendations are made for part of slab width that can be used as beam element in flat slab-column frames.
Interaction of shear walls and frames
Distribution of lateral forces and their effects on resisting elements of buildings braced with shear walls is obtained by iterative method directly applicable to design; method can also be applied to frame torsion resulting from eccentric loads or dissymmetry, to base rotation and plastic rotation of shear wall at any point, axial deformation of columns, and to walls that are terminated at intermediate levels; recommendations are made for part of slab width that can be used as beam element in flat slab-column frames.
Interaction of shear walls and frames
ASCE -- Proc (J Structural Div)
Khan, F.R. (author) / Sbarounis, J.A. (author)
1964
51 pages
Article (Journal)
English
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