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Sensitivity study of the finite element model for wood-framed shear walls

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Figure

Fig. 2. Trilinear approximation of nail properties used for finite ele- ment analyses
Fig. 3. Configuration of tests. A Hold-down test. B Embedding tests
Fig. 6. Effect of each modification as well as all of them altogether for fully anchored (A) and half-anchored (B) shear wall
Fig. 8. Comparison of experimental results with calculation by basic and modified finite element models for fully anchored (A) and half-anchored (B) shear wall
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