Global ETD Search

Search theses and dissertations gathered from participating repositories worldwide. Every result links back to the library that holds it. No account is needed.

Results

Showing 1 to 3 of 3 for “"overturning restraint"”.

  1. Effect of Overturning Restraint on the Performance of Fully Sheathed and Perforated Timber Framed Shear Walls

    … walls with and without openings. Effects of overturning restraint in the form of tie-down anchors and corner segments on light-frame shear walls with and without door and window openings were quantified. While the results are useful to refine a design methodology for shear walls containing …

    vt Repository record for Effect of Overturning Restraint on the Performance of Fully Sheathed and Perforated Timber Framed Shear Walls (opens in a new tab)

  2. The Racking Performance of Light-Frame Shear Walls

    … of shear walls with various aspect ratios and overturning restraint via experimental testing and analytical modeling. Presented are the test data of monotonic and cyclic tests on fifty-six light-frame timber shear walls with aspect ratios of 4:1, 2:1, 1:1, and 2:3. Overturning restraint

    vt Repository record for The Racking Performance of Light-Frame Shear Walls (opens in a new tab)

  3. Performance Capabilities of Light-Frame Shear Walls Sheathed With Long OSB Panels

    … feet (2.7 m) tall walls equipped with hold-down restraint significantly. Extending the long panels past the bottom plate and down onto the band joist improved the performance of both 8 and 9 feet (2.4 and 2.7 m) tall prescriptive shear walls significantly. Walls sheathed with panels made of …

    vt Repository record for Performance Capabilities of Light-Frame Shear Walls Sheathed With Long OSB Panels (opens in a new tab)