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Elasto-plastic model for analysis of influence of imperfections on stiffness of fully anchored light-frame timber shear walls
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Reference
Ulf Arne Girhammar; Bo Källsner. (2009). Elasto-plastic model for analysis of influence of imperfections on stiffness of fully anchored light-frame timber shear walls. Engineering Structures. https://doi.org/10.1016/j.engstruct.2009.03.016
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