首页> 外文会议>Asian conference on remote sensing;ACRS >3D POINT CLOUD BASED ON STRUCTURE-FROM-MOTION PHOTOGRAMMETRY FOR BRIDGE INCLINATION ASSESSMENT IN MYANMAR
【24h】

3D POINT CLOUD BASED ON STRUCTURE-FROM-MOTION PHOTOGRAMMETRY FOR BRIDGE INCLINATION ASSESSMENT IN MYANMAR

机译:基于结构-运动图像的3D点云在缅甸桥梁倾斜度评估中的应用

获取原文

摘要

Rapid urban expansion and economic development increases the demand for transport infrastructure in many developing countries. As of 2012, Myanmar has total of 4,728 bridge of which 741 bridge were classified as major bridge. Considering Myanmar vast geography, lack of technological resources and investment caused inadequate and inappropriate monitoring of bridge health. Structure-from-Motion (SfM) photogrammetry provides an economic and user-friendly alternative. Although SfM has been applied in various studies related to infrastructure, its application for bridge structure displacement remains limited. This study aimed to evaluate the application of SfM based reconstructed point cloud in assessing inclination of Twantay bridge's main towers, a suspension bridge located in suburban Yangon, Myanmar. Photosets were obtained around the towers at ground level using a consumer-grade digital camera. These images were processed with SfM workflow on commercial software and the result was then scaled based on known length of object features. A 3D reference point cloud was created using mesh model digitized from blueprint dataset to validate displacement from designed position. Boundary points at the edge of SfM reconstructed cloud were used for calculating distance difference to the corresponding nearest points on the reference cloud in x, y, and z direction. The result showed that the distance difference on the y-axis, a direction facing the river front, gradually increases toward the top part of the tower compared to that of bridge piers. This result suggested that SfM technology can be applied for inclination assessment to provide displacement tendency. However, precise measurement remains a challenge.
机译:快速的城市扩张和经济发展增加了许多发展中国家对运输基础设施的需求。截至2012年,缅甸共有4,728座桥梁,其中741座被列为主要桥梁。考虑到缅甸地域辽阔,缺乏技术资源和投资导致对桥梁健康的监测不足和不适当。运动结构(SfM)摄影测量法提供了一种经济且用户友好的替代方法。尽管SfM已在与基础设施有关的各种研究中得到应用,但其在桥梁结构位移中的应用仍然受到限制。这项研究旨在评估基于SfM的重构点云在评估Twantay桥主塔(位于缅甸仰光郊区的悬索桥)的倾斜度方面的应用。使用消费级数码相机在地面上的铁塔周围获取照片集。这些图像在商业软件上用SfM工作流程进行处理,然后根据已知的对象特征长度对结果进行缩放。使用从蓝图数据集数字化的网格模型创建3D参考点云,以验证从设计位置的位移。 SfM重构云边缘的边界点用于计算到参考云在x,y和z方向上对应的最近点的距离差。结果表明,与桥墩相比,y轴上朝向河流前沿的方向上的距离差朝塔的顶部逐渐增大。该结果表明,SfM技术可用于倾角评估以提供位移趋势。但是,精确的测量仍然是一个挑战。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号