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Descripción
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| The increasing incorporation of CLT wood panels as a sustainable building material for multi-storey buildings 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 an updated analysis on this subject by analyzing and classifying the current numerical models applied to these structures. A design approach for dynamic linear modelling of CLT structures using the software RFEM 5.10 is presented. Equations based on available design codes and literature references, were used to design a 3-storey case study building. The most important assumptions are related to the definition of the stiffness and load bearing capacity of mechanical connections. Comparison of calculated and measured results is evaluated on the basis of the model assumptions. | |
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Internacional
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Si |
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Nombre congreso
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World Conference on Timber Engineering (WCTE 2018) |
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Tipo de participación
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970 |
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Lugar del congreso
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Seul, Korea |
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Revisores
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Si |
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ISBN o ISSN
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9781510858206 |
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DOI
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Fecha inicio congreso
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20/08/2018 |
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Fecha fin congreso
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23/08/2018 |
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Desde la página
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1 |
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Hasta la página
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6 |
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Título de las actas
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2018 World Conference on Timber Engineering |