Intelligent Bridge Health Monitoring and Assessment.

Paper [[14]] proposed a response surface method to further improve the accuracy of alignment prediction for large-span steel-concrete composite beam track cable-stayed bridges. Paper [[5]] investigated the effect of pile foundation cutting and under-pinning processes on the stability of bridge substructures during shield tunneling. They utilized numerical simulations and on-site monitoring to study how the active underpinning process of shield tunneling pile foundations affected bridge substructure deformations. [Extracted from the article]