Development Development of a computational model for cross-laminated timber wall structures under cyclic loading

Abstract

Accurate structural modeling can enhance the understanding of structural behavior while requiring lower budgets compared to laboratory testing. This research aims to develop a computational model for estimating the behavior of Cross-Laminated Timber (CLT) wall structures under cyclic loading. The study presents a modeling methodology capable of predicting the behavior of cross-laminated timber walls and their connections. Furthermore, the research compares the numerical results with the experimental results from the laboratory. The findings indicate that the developed model can efficiently predict the behavior of cross-laminated timber wall structures under cyclic loading, providing guidance for future applications in the design of buildings utilizing cross-laminated timber wall structures.