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Experimental and modelling buckling of wood-based columns under repeated loading

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Figure

Table 1. Specimens’ characteristics (sd : standard deviation).
Fig. 2. The 20T hydraulic test machine and measuring device.
Fig. 3. Force-displacement curves obtained during monotonous buckling tests - Comparison between solid wood, LVL and GL responses
Fig. 5. Failure modes of different specimens’ species.
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