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Seismic loads induce the shear deformation of the connection panel and local deformation at beam flange joint on the connection of H-shaped steel beams to concrete filled tubular columns. A hole in th...e diaphragm of beam to column connection is inevitable for concrete casting, and might result a local deformation around the beam flange joint. The purpose of this study is to propose a practical load deformation relational model to the local deformation. The contents of this paper are the experimental program of column and beam flange connenction model (nondiaphragm, external diaphragm, through diaphragm)and test result of two series test specimen(external diaphragm, through diaphragm).show more
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