Analysis of fully anchored light-frame timber shear walls—elastic model

Author:

Källsner Bo,Girhammar Ulf Arne

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference45 articles.

1. European Standard (2006) Timber structures – test methods – racking strength and stiffness of timber frame wall panels, prEN 594:2006. European Committee for Standardization, CEN/TC 124. Brussel, Belgium

2. Girhammar UA, Källsner B (2009) Analysis of influence of imperfections on stiffness of fully anchored light-frame timber shear walls — elastic model. Mater Struct. doi: 10.1617/s11527-008-9458-7

3. Fosci RO (1977) Analysis of wood diaphragms and trusses – part I: diaphragms. Can J Civ Eng ASCE 4(3):345–352

4. Tuomi RL, McCutcheon WJ (1978) Racking strength of light-frame nailed walls. J Struct Div 104(7):1131–1140

5. Easley JT, Foomani M, Dodds RH (1982) Formulas for wood shear walls. J Struct Div 108(11):2460–2478

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