Abstract
This research proposes a structural system for CLT shear wall that demonstrates high CLT shear performance, high deformation capability, and a method for determining its target performance. CLT shear wall with steel beams, using tensile members prevent the brittle failure occurring at the tensile joint, is proposed. To verify the validity of the proposed method, experiments for full scale CLT shear wall specimens are conducted. Test results are simulated by analysis models. By using material property values that are close to the actual conditions in the experiment, the analysis model is able to accurately reproduce the experiment results.
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