A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Investigation of behavior of diagonally-loaded square infilled frames; series of experiments on diagonally-loaded models with range of frame stiffnesses indicated that small increase in frame stiffness has magnified effect on over-all stiffness and strength of structure; approximate theoretical analyses, based on length of contact between frame and infill, are developed to explain this composite behavior, and to provide methods of predicting over-all diagonal stiffness and strength; behavior of laterally-loaded infilled frames is also considered; methods proposed for diagonally-loaded case are adapted to predict lateral stiffness and strength of single or multistory square infilled frames.
Investigation of behavior of diagonally-loaded square infilled frames; series of experiments on diagonally-loaded models with range of frame stiffnesses indicated that small increase in frame stiffness has magnified effect on over-all stiffness and strength of structure; approximate theoretical analyses, based on length of contact between frame and infill, are developed to explain this composite behavior, and to provide methods of predicting over-all diagonal stiffness and strength; behavior of laterally-loaded infilled frames is also considered; methods proposed for diagonally-loaded case are adapted to predict lateral stiffness and strength of single or multistory square infilled frames.
Behavior of square infilled frames
ASCE -- Proc (J Structural Div)
Smith, B.S. (author)
1966
23 pages
Article (Journal)
English
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