损伤位置识别是对大型桥梁结构进行损伤检测的重要一步。
Identification of damage locations is an important step in damage detection for large-scale bridge structures.
重点研究了一种基于灵敏度矩阵对桥梁进行损伤识别的方法。
A method for bridge damage identification based on the sensitivity matrix theory was mainly studied.
基于模态应变能理论,得到能用于混凝土桥梁结构损伤的识别指标。
Based on the theory of modal strain energy, a damage index is deduced to identify the concrete bridge structure damage.
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