Background
Urban street trees pose serious hazards to pedestrians, vehicles, and infrastructure during storms via branch failure and windthrow. Existing risk frameworks focus on static ultimate-load criteria and neglect cumulative fatigue from everyday wind loading.
Method
Six integrated modules:
- FE dynamic analysis (ABAQUS) — six geometries, B31 tapered beams
- Kaimal-spectrum wind time series — longitudinal mean+turbulence + lateral turbulence (σv = 0.75σu)
- Rayleigh damping (ζ = 2%)
- Rainflow + Miner's linear damage rule
- Concentric-hollow decay stress amplification (Mattheck & Breloer 1994)
- Regional Weibull wind speed distributions
Key Results
| Metric | Value | |---|---| | Maximum dynamic amplification factor (DAF) | 7.71 (H=8 m, DBH=15 cm) | | Peak stress (same condition) | 138.7 MPa (exceeds ginkgo MOR) | | Lower-bound fatigue life for decayed reference tree (Jeju typhoon) | ~1.4 yr | | Sound-tree fatigue life spread across 5 Korean species | up to several hundred thousand-fold | | Basal-stress reduction in soft clay | up to −64.5% |
Significance
Slender trees fail statically before fatigue, and decay detection plus species selection are the primary determinants of fatigue safety. The study quantitatively justifies regionally differentiated inspection standards.