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Showing 1 to 4 of 4 for “"shearwall"”.

  1. Finite-Element Approach for the Prediction of Inelastic Behavior of Shearwall-Frame Systems

    Made available in DSpace on 2014-12-10T22:21:53Z (GMT). No. of bitstreams: 1 7310096.pdf: 3344298 bytes, checksum: fc00ccfa124c049128a4a709fd601a67 (MD5) Previous issue date: 1972

    uiuc Repository record for Finite-Element Approach for the Prediction of Inelastic Behavior of Shearwall-Frame Systems (opens in a new tab)

  2. Balloon-type CLT Shearwalls: Lateral Deformation and Kinematic Behaviours

    Balloon-type Cross-Laminated Timber (CLT) shearwall systems have been increasingly adopted as lateral load-resisting systems in mid-rise timber buildings. Compared with platform-type configurations, balloon-type shearwalls mitigate bearing failure associated with perpendicular-to-grain compression …

    ottawa-retro Repository record for Balloon-type CLT Shearwalls: Lateral Deformation and Kinematic Behaviours (opens in a new tab)

  3. Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings

    Light-frame shearwall assemblies have been successfully used to resist gravity and lateral loads, such as earthquake and wind, for many decades. However, there is a need for maintaining the structural integrity of such buildings even when large openings in walls are introduced. Wood portal frame …

    ottawa-retro Repository record for Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings (opens in a new tab)

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

    This study investigates the monotonic and cyclic response of light-frame wood shear 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 …

    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)