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- W3146208707 abstract "损坏用长期的监视数据惊动和安全评估是为长跨度的桥的重要研究活动的一个区域。为了在这扩大研究，回答，基于长期的监视数据为桥扩大关节惊动技术的损坏被开发。扩大关节排水量上的环境因素的效果被分析。多重线性回归模型被获得描述在排水量和主导的环境因素之间的关联。惊动索引的损坏基于多重回归模型被定义。最后， X 酒吧控制图表被利用检测排水量的反常变化。分析结果表明温度和交通状况是主导的环境因素影响排水量。当 X 酒吧控制图表的信心水平被设置是 0.003 时，损坏的假积极的指示能被避免。损坏敏感分析证明合适的 X 酒吧控制图表能检测 0.1 厘米扩大关节排水量的导致损坏的变化。建议技术对损坏的假积极的指示是柔韧的，这相当被相信并且对警报合适扩大关节的可能的未来损坏。" @default.
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- W3146208707 date "2013-01-01" @default.
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- W3146208707 title "Damage alarming for bridge expansion joints using novelty detection technique based on long-term monitoring data" @default.
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