Simulation Study on the Static Characteristics of ‘Five-tier Outer Eave Column-head Dougong Bracket’ from the Main Hall of Nanchan Temple in Tang Dynasty

Abstract

The static structural behavior was investigated for the ‘Five-tier Outer Eave Column-head Dougong bracket’ from the Main Hall of Nanchan Temple (Tang Dynasty of ancient China) using finite element analysis (FEA). A refined ANSYS model was developed with an orthotropic constitutive framework based on mechanical properties of Pinus sylvestris (tested per GB/T standards), incorporating the Hill yield criterion to define wood plasticity. Vertical monotonic static loading (Z-axis) and horizontal low-cycle reciprocating loading (Y- and X-axes) were simulated to evaluate strength, deformation, and energy dissipation. Results revealed a vertical ultimate bearing capacity of 338 kN (Z-axis) with stress concentrations at the column-head/base-block interface (21.8 MPa). Horizontal loading demonstrated symmetric hysteresis loops, yielding peak thrusts of 1,417 kN (Y-axis) and 747 kN (X-axis), accompanied by ductility coefficients of 2.53 and equivalent viscous damping coefficients of 0.096 (Y-axis) and 0.073 (X-axis). The vertical response followed a tri-linear stiffness degradation model, while horizontal behavior aligned with multi-linear restoring force models. These findings validate FEA as a cost-effective method for characterizing Dougong mechanics, providing critical insights for heritage timber structure conservation.

Keywords

• dougong bracket
• wood component
• static characteristics
• finite element simulation
• pinus sylvestris