古建筑砌体结构裂缝损伤监测和数据挖掘

CRACK DAMAGE MONITORING AND DATA MINING OF ANCIENT BUILDING MASONRY STRUCTURES

  • 摘要: 基于接触式和非接触式的裂缝监测技术,以古建筑砌体结构健康监测数据为驱动,深入挖掘监测数据的有效信息,解析裂缝特征是古建筑预防性保护的重要举措。该文针对古建筑砌体结构健康监测数据提出了预处理方法,提出的预测模型进行实时监测数据的异常识别,实现了结构安全预警,以砌体结构裂缝开合监测数据与结构内部场环境温湿度监测数据为研究对象,探究砌体结构裂缝开合监测数据的周期性特征及其影响因素。考虑了壁画裂缝成像特征相较单一背景裂缝具备强干扰特性,研究了适用于藏式古建壁画墙裂缝的生长变形监测技术,基于U-Net语义分割模型构建了对环境干扰鲁棒的智能壁画裂缝分割检测模型。针对大尺寸壁画裂缝,进一步研发了基于组件树SSR的图像分割算法,随后针对监测系统在图像采集过程中的环境影响因素进行了分析与试验,对监测系统在实际应用中的表现进行了试验分析,验证了将其应用到古建筑壁画裂缝的长期生长变形监测中的可行性。

     

    Abstract: Based on the contact and non-contact crack monitoring technology and driven by the health monitoring data of the masonry structure of ancient buildings, it is an important measure for preventive protection of ancient buildings to dig the effective information of monitoring data and analyze the crack characteristics. A pre-processing method was proposed for the health monitoring data of masonry structures of ancient buildings, and the proposed prediction model was used to identify anomalies in the real-time monitoring data and realize structural safety early warning. The periodic characteristics and influencing factors of the monitoring data of masonry structure crack opening and closing were explored by taking the monitoring data of masonry structure crack opening and closing and the monitoring data of field environment temperature and humidity inside the structure as the research objects. Considering that mural crack imaging features have strong interference characteristics compared with a single background crack, a monitoring technology for the growth and deformation of mural wall cracks in ancient Tibetan buildings was studied. Based on U-Net semantic segmentation model, an intelligent mural crack segmentation detection model was constructed which is robust to environmental interference. For large-size mural cracks, the image segmentation algorithm based on component tree SSR was further developed, and then the environmental factors affecting the monitoring system in the process of image acquisition were analyzed and tested. The performance of the monitoring system in practical application was tested and analyzed, and the feasibility of applying it to the long-term growth deformation monitoring of mural cracks in ancient buildings was verified.

     

/

返回文章
返回