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【摘 要】
：
为了提高结构损伤识别的精度和计算效率,提出了一种基于结构振动信号的统计特征的损伤识别方法。该方法直接从测试信号中提取时域特征信息,而无需将信号变换到频域中。与频域
【机 构】
：
甘肃省交通规划勘察设计院有限责任公司,北京工业大学工程抗震与结构诊治北京市重点实验室,
【出 处】
：
公路交通科技
【发表日期】
：
2013年12期
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