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MARCH 2018 - Volume: 93 - Pages: 204-210
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The increasing incorporation of CLT wood panels as a sustainable building material for high-rise constructions requires an in-depth study of its behavior in the face of accidental seismic actions. Current research is focusing on the analysis of the response of joints to monotonous growing and cyclic loads, as these joints actively provide strength, rigidity, stability and ductility. The curves obtained from these analyses are being incorporated in the numerical models in order to be able to predict the behavior of high CLT buildings. This document presents a comprehensive and updated analysis on this subject by analyzing and classifying the current numerical models applied to these structures.Keywords: Connections, ductility, numerical models, CLT
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