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

Gradevinar

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

DOI  :  10.14256/JCE.1612.2016

学科分类：建筑学

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 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

【 授权许可】

Others