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.

 
  • 基于靜力響應測試數據,結合正則化技術(shù)和假設檢驗,提出了測試數據不完整且存在觀(guān)測噪聲條件下斜拉橋結構損傷識別的概率可靠度法。
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