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