论文标题
从广泛的智能手机数据中识别桥梁的损伤敏感的空间振动特征
Identifying Damage-Sensitive Spatial Vibration Characteristics of Bridges from Widespread Smartphone Data
论文作者
论文摘要
桥梁的预期和实际条件的知识差距已经在基础设施服务和资金挑战方面造成了全球缺陷。尽管在过去的四十年中取得了迅速的进步,但传感技术仍然不是桥梁检查协议的一部分。每当带有移动设备的车辆穿过桥梁时,就有机会以非常低的成本捕获潜在的重要结构响应信息。先前的工作表明,如何使用现实世界中的众包智能手机旅行(SVT)数据准确地确定桥梁模态频率。但是,模态频率对桥梁的结构健康状况提供了非常有限的见解。在这里,我们提出了一种从众包SVT数据中提取真实桥的空间振动特性的新方法,即绝对模式形状。这些特征对结构损伤具有明显的敏感性,并提供了桥梁状况的优越但互补的指标。此外,它们在结构系统的准确数学模型的开发中很有用,并有助于调和模型和实际系统之间的差异。我们在四个截然不同的桥梁上展示了成功的应用,跨度约为30至1300米,在美国统称约四分之一的桥梁。补充工作采用这种计算方法来以前所未有的及时方式准确地检测到众包SVT数据的模拟桥梁损害。本文中介绍的结果为大规模的众包监测桥梁基础设施开辟了道路。
The knowledge gap in the expected and actual conditions of bridges has created worldwide deficits in infrastructure service and funding challenges. Despite rapid advances over the past four decades, sensing technology is still not a part of bridge inspection protocols. Every time a vehicle with a mobile device passes over a bridge, there is an opportunity to capture potentially important structural response information at a very low cost. Prior work has shown how bridge modal frequencies can be accurately determined with crowdsourced smartphone-vehicle trip (SVT) data in real-world settings. However, modal frequencies provide very limited insight on the structural health conditions of the bridge. Here, we present a novel method to extract spatial vibration characteristics of real bridges, namely, absolute mode shapes, from crowdsourced SVT data. These characteristics have a demonstrable sensitivity to structural damage and provide superior, yet complementary, indicators of bridge condition. Furthermore, they are useful in the development of accurate mathematical models of the structural system and help reconcile the differences between models and real systems. We demonstrate successful applications on four very different bridges, with span lengths ranging from about 30 to 1300 meters, collectively representing about one quarter of bridges in the US. Supplementary work applies this computational approach to accurately detect simulated bridge damage entirely from crowdsourced SVT data in an unprecedentedly timely fashion. The results presented in this article open the way towards large-scale crowdsourced monitoring of bridge infrastructure.