The method of statistical structural damage assessment for cable-stayed bridges is developed based on static response test data, which is uncompleted and noise-polluted.

• 基于静力响应测试数据，结合正则化技术和假设检验，提出了测试数据不完整且存在观测噪声条件下斜拉桥结构损伤识别的概率可靠度法。