A fiber beam-column model for damage assessment of traditional Chinese timber structures

This study proposes a fiber beam-column model that takes into account the anisotropy of wood and embedment behavior rocking column to assess impact damage on lateral performance traditional Chinese timber structures. Subsequently, numerical analyses corresponding full-scale quasi-static test framework are conducted verify accuracy this model. By considering factors such as residual deformation decay in base, degradation structures can be evaluated. provides foundation for discussing further researching assessment