Quasi-Static Influence Line Identification and Damage Identification of Equal-Span Bridges Based on Measured Vehicle-Induced Deflection

The bridge influence line (IL) reflects the response of a certain section due to varying load positions. As a result, IL has a wide application prospect in damage identification and condition assessment. Up to date, studies regarding IL have been focused on the structure condition evaluation. A feas...

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书目详细资料
Main Authors: Kang Yang, Youliang Ding, Hanwei Zhao, Fangfang Geng, Zhen Sun
格式: 文件
语言:English
出版: Riga Technical University Press 2022-06-01
丛编:The Baltic Journal of Road and Bridge Engineering
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在线阅读:https://bjrbe-journals.rtu.lv/article/view/5717

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