A fifnite element study of frames with partial infill walls.

Kaplan, Nurettin


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Block shear is a limit state that should be accounted for during the design of steel tension members. Current design equations are not based on analytical findings and fail to predict failure modes of tested specimens. A study has been conducted to develop simple block shear load capacity prediction equations that are based on finite element analysis. Over a thousand nonlinear analyses were performed to identify the important parameters that influence block shear capacity. In addition, the effects of eccent...
Citation Formats
N. Kaplan, “A fifnite element study of frames with partial infill walls.,” Middle East Technical University, 1983.