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 “"Wood Composite I-Joist"”.

  1. Analytical Evaluations of Buckling Behavior of Wood Composite I-Joist with Sinusoidal Web

    … buckling is an important limit state for wood composite I-joist because the in-plane bending stiffness is typically greater than torsional lateral bending stiffness. Web local buckling is another important limit state because of the thin-walled web configuration. To increase the buckling …

    wvu Repository record for Analytical Evaluations of Buckling Behavior of Wood Composite I-Joist with Sinusoidal Web (opens in a new tab)

  2. Lateral Movement of Unbraced Wood Composite I-Joists Exposed to Dynamic Walking Loads

    … analysis of the mechanical behavior of a wood composite I-joist with different bracing configurations exposed dynamic walking loads. Three 16 in. deep GPI® 65 I-joists were simply supported and laid parallel to each other, while the bracing was attached to the top flange. Five different …

    vt Repository record for Lateral Movement of Unbraced Wood Composite I-Joists Exposed to Dynamic Walking Loads (opens in a new tab)

  3. Lateral-Torsional Buckling Instability Caused by Individuals Walking on Wood Composite I-Joists

    … on unfinished structures. Workers walking on wood I-joists on roofs and floors are prone to fall hazards. Wood I-joists have been replacing dimension lumber for many floor systems and a substantial number of roof systems in light-frame construction. Wood I-joists are designed to resist axial …

    vt Repository record for Lateral-Torsional Buckling Instability Caused by Individuals Walking on Wood Composite I-Joists (opens in a new tab)