1995 Volume 60 Issue 468 Pages 127-136
This paper presents the analytical studies to estimate the elastic stress distribution and displacement of shear panel on the box type steel column to H beam connection using complex stress function, when the connection is subject to the severe earthquake loading. A large axial force is introduced into the column for highrise building with bending stress. Therefore, the shear panel should be designed subject to not only shear force but also axial force and bending stress. Numerical example is demonstrated regarding the shear panel of actual highrise building. Finally, suitable design formulas are recommended.
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