This invention proposes a
safety control method and
system for ultra-high bridge towers based on the time-varying effect of concrete, belonging to the technical field of bridge
tower control systems. Addressing the problems in existing technologies such as insufficient prediction accuracy of long-term internal force redistribution caused by concrete shrinkage and
creep, and insufficient consideration of the
coupling effect between multiple risk factors and bridge
tower concrete shrinkage and
creep, resulting in low accuracy in predicting the state of bridge towers and a lack of guidance for maintenance control, this invention integrates multi-source heterogeneous data to calculate the
impact indices of concrete shrinkage and
creep, dynamic ice
impact, static ice pressure, concrete freeze-thaw cycles, and ice wedging. A
machine learning-based comprehensive
risk assessment model is then used to fuse these indices, generating a comprehensive risk report containing risk levels and control recommendations. This invention significantly improves the accuracy of single
risk factor assessment, enhances the comprehensive prediction accuracy of complex coupled risks, and strengthens the
system's decision-making robustness and maintenance efficiency in complex scenarios with multiple concurrent risks.