This book investigates the structural performance of approach slabs and their impact on bridge vibrations induced by vehicle traffic. The research details the structural performance of approach slabs under embankment settlement, establishing correlations between slab parameters, deflections, internal moments, and differential settlements. It further presents a computerized vehicle-bridge coupled model to analyze how approach slab deformation affects bridges' dynamic response to moving vehicles, revealing significant impacts on short-span bridges. The study also explores the use of tuned mass dampers to mitigate vibrations caused by uneven bridge expansion joints.

The research presented in this book offers a detailed technical analysis of approach slab performance and its influence on bridge dynamics. The methodology combines parametric studies with finite element analysis and a coupled vehicle-bridge model to provide quantitative insights. The findings are particularly relevant for engineers involved in the design and analysis of bridges, especially concerning the dynamic effects of traffic and structural deformations.