OSB sheathed light-frame timber shear walls with strong anchorage subjected to vertical load, bending moment, and monotonic lateral load

Author:

Sadeghi Marzaleh Abdollah,Nerbano Stella,Sebastiani Croce AndreaORCID,Steiger René

Funder

Swiss National Science Foundation SNSF

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. Earthquake design of timber structures - Remarks on force-based design procedures for different wall systems;Seim;Eng Struct,2014

2. Combined shear and wind uplift resistance of wood structural panel shearwalls;Yeh,2009

3. Dujic B, Aicher S, Zarnic R. Testing of wooden wall panels applying realistic boundary conditions. In: Proceedings of the 9th World Conference on Timber Engineering. Portland, Oregon, United States, 2006, p. 1186–93.

4. Skaggs T, Yeh B, Lam F. Full-scale shear wall tests for force transfer around openings. In: Proceeding of Meeting 43 of the Working Commission W18 - Timber structures, CIB. St. Andrews, Canada, 2010, Paper CIB-W18/43-15-3.

5. Yasumura M. Influence of the boundary conditions on the racking strength of shear walls with an opening. In: Proceeding of Meeting 43 of the Working Commission W18 - Timber structures, CIB. Nelson, New Zealand, 2010, Paper CIB-W18/43-15-1.

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