Semi-rigid Behavior of Joints in Wood Light-frame Structures

Author:

Baszeń Michał

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference13 articles.

1. Racking Deformation in Wood Shear Walls;McCutcheon;Journal of the Structural Engineering ASCE,1985

2. J.D. Dolan, The Dynamic Response of Timber Shear Walls, PhD thesis, University of British Columbia, Vancouver, Canada, 1989.

3. D.R. Griffith, Determing the Racking Resistance of Timber Framed Walls. Pacific Timber Conference, Vol. I: Timber Construction, Auckland, New Zealand, 1984, pp. 504-512.

4. K.E. Cobeen, J.D. Dolan, D. Thompson, J.W. van de Lindt, Seismic Design of Wood Light-Framed Structural Diaphragm Systems, A Guide for Practicing Engineers, NEHRP Seismic Design Technical Brief No. 10, NIST GCR 14-917-32, ATC, 2014, p.42.

5. W. J. McCutcheon, Method of Predicting the Stiffness of Wood-Joist Floor Systems with Partial Composite Action, Research Paper FPL 289, USDA Forrest Product Laboratory 1977.

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