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Sequential Phased Displacement Tests of Wood-Framed Shear Walls with Corners
This study expands and augments a research project conducted to quantify the effect of overturning restraint on full-scale shear walls. This study aimed to quantify the effects of corners on uplift restraint of wood frame shear walls tested reversed cyclically and to initiate experiments to quantify an engineering analysis approach for conventional wood-framed shear walls (i.e. without overturning restraint). Four walls with different corner framing were tested under cyclic loading.
Sequential Phased Displacement Tests of Wood-Framed Shear Walls with Corners
This study expands and augments a research project conducted to quantify the effect of overturning restraint on full-scale shear walls. This study aimed to quantify the effects of corners on uplift restraint of wood frame shear walls tested reversed cyclically and to initiate experiments to quantify an engineering analysis approach for conventional wood-framed shear walls (i.e. without overturning restraint). Four walls with different corner framing were tested under cyclic loading.
Sequential Phased Displacement Tests of Wood-Framed Shear Walls with Corners
J. D. Dolan (author) / C. P. Heine (author)
1997
26 pages
Report
No indication
English
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