• ISSN 1673-5722
  • CN 11-5429/P

多模态数据驱动下震后建筑物损毁智能评估方法

李峰 李嘉骏 张津语 景胜强

李峰,李嘉骏,张津语,景胜强,2026. 多模态数据驱动下震后建筑物损毁智能评估方法. 震灾防御技术,21(2):1−10. doi:10.11899/zzfy20250209. doi: 10.11899/zzfy20250209
引用本文: 李峰,李嘉骏,张津语,景胜强,2026. 多模态数据驱动下震后建筑物损毁智能评估方法. 震灾防御技术,21(2):1−10. doi:10.11899/zzfy20250209. doi: 10.11899/zzfy20250209
Li Feng, Li Jiajun, Zhang Jinyu, Jing Shengqiang. Intelligent Assessment Method for Post-Earthquake Building Damage Driven by Multimodal Data[J]. Technology for Earthquake Disaster Prevention. doi: 10.11899/zzfy20250209
Citation: Li Feng, Li Jiajun, Zhang Jinyu, Jing Shengqiang. Intelligent Assessment Method for Post-Earthquake Building Damage Driven by Multimodal Data[J]. Technology for Earthquake Disaster Prevention. doi: 10.11899/zzfy20250209

多模态数据驱动下震后建筑物损毁智能评估方法

doi: 10.11899/zzfy20250209
基金项目: 河北省地震灾害防御与风险评价重点实验室开放基金(FZ247105);2025年度廊坊市科技局科学研究与发展计划项目(2025013092)
详细信息
    作者简介:

    李峰,男,生于1979年。教授,硕士生导师。主要从事灾害遥感应用工作。E-mail:lif1223@aliyun.com

  • 中图分类号: P316

Intelligent Assessment Method for Post-Earthquake Building Damage Driven by Multimodal Data

  • 摘要: 震后快速精准的建筑物损毁评估对于应急救援至关重要。本研究针对单一遥感技术在震后评估中存在的局限性,提出了一种融合多模态遥感数据与CatBoost机器学习算法的建筑物损毁分类模型(CatBoost-based multiclass damage model, CMDM)。以2023年受土耳其地震影响的安塔基亚市为研究对象,综合引入雷达干涉相干性、卫星影像的光谱与纹理特征,以及峰值地面加速度等多种特征,构建了针对轻微损毁、严重损毁与完全破坏的三分类评估框架。结果表明,CMDM模型整体分类性能良好,平均F1分数达到0.706,其精度显著优于随机森林和XGBoost模型,验证了多模态特征协同建模可以在复杂城市场景中提升建筑物损毁判别能力,为快速、大范围的灾情研判提供可靠的技术参考。
  • 图  1  基于Sentinel-2号卫星彩色合成影像的研究区域

    Figure  1.  The study area based on the Sentinel-2 satellite color composite image

    图  2  震后建筑物损毁评估流程图

    Figure  2.  The flowchart of post-earthquake building damage assessment

    图  3  建筑物损毁评估的优选特征图

    Figure  3.  Preferred feature maps for building damage assessment

    图  4  安塔基亚震后的建筑物损毁情况

    Figure  4.  Building damage in Antakya after the earthquake

    表  1  基于CMDM模型的震后建筑物损毁准确性评估

    Table  1.   Accuracy assessment of post-earthquake building damage based on CMDM model

    损毁等级PRF1I
    轻微损毁0.5800.6950.6260.455
    严重损毁0.7330.6600.6950.532
    完全破坏0.7680.8260.7960.661
    平均值0.6930.7270.7060.549
    下载: 导出CSV

    表  2  基于随机森林的震后建筑物损毁准确性评估

    Table  2.   Accuracy evaluation of post-earthquake building damage based on random forest

    损毁等级PRF1I
    轻微损毁0.5090.6110.5550.384
    严重损毁0.7470.6500.6950.533
    完全破坏0.7550.8040.7790.638
    平均值0.6700.6880.6760.518
    下载: 导出CSV

    表  3  基于XGBoost的震后建筑物损毁准确性评估

    Table  3.   Accuracy evaluation of post-earthquake building damage based on XGBoost

    损毁等级PRF1I
    轻微损毁0.5810.5680.5740.403
    严重损毁0.7330.6300.6770.512
    完全破坏0.7600.7930.7770.635
    平均值0.6910.6640.6760.517
    下载: 导出CSV
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出版历程
  • 收稿日期:  2025-12-21
  • 录用日期:  2026-02-11
  • 修回日期:  2026-02-04
  • 网络出版日期:  2026-06-08

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