Assessing safety of a railway stone arch bridge by experimental and numerical analyses

[摘要] Bridge response to predefined loading schemes is described and recorded by instrumenting the structure with deflectometers and accelerometers. Test results suggest that although vertical deflections of mid-spans are almost constant for all crossing speeds

[学科分类] 建筑学

[关键词] masonry arch bridge;finite element model;serviceability limit state;ultimate limit state