大沽河航道桥全桥气弹模型风洞试验研究

青岛海湾大桥大沽河航道桥为主跨260 m的独塔自锚式分离双箱梁悬索桥,运用ANSYS软件对成桥状态及施工状态进行动力特性分析,并依托全桥气弹模型风洞试验,采用1∶118的几何缩尺比进行成桥状态和施工状态的颤振及抖振试验,测定颤振临界风速及抖振响应,据此分析评估该桥的抗风性能。风洞试验结果表明,该桥具有较好的颤振稳定性。     

数字孪生技术在城市主干路改建工程的应用实践

随着城市的不断发展和建设，道路改造项目逐渐增多。以上海市某主干路改建工程数字孪生技术应用为例，阐述了数字孪生技术在道路改造项目中的应用思路，分析了此类项目的特征和痛难点。通过数字孪生技术和BIM信息管理平台的应用，构建了设计、施工进度、成本、质量、安全、环境、智慧工地等数据，提升了管理精细度，为企业级平台提升提供样板。同时，形成了项目竣工数字孪生资产，为运维阶段提供可靠的数据支撑。     

实景三维空间信息平台与数字孪生川藏铁路

智能化是世界铁路发展的重要方向,数字孪生是建设智能铁路的有效途径,实景三维空间信息平台则是物理空间与信息空间中孪生铁路全生命周期精准映射与融合协同的重要基础和“铁路大脑”的神经中枢,也是复杂环境下铁路建设和管理信息化水平与品质保障的关键支撑。本文首先介绍了智能铁路的发展背景和数字孪生铁路的潜在应用;然后提出了实景三维空间信息平台的总体架构与功能组成,探讨了多模态时空大数据高效组织管理、灾害风险信息自适应汇聚与智能服务等关键技术;最后,面向川藏铁路建设的紧迫需求和主要挑战,对数字孪生川藏铁路实景三维空间信息平台的建设与应用作出了归纳与展望。     

Towards a holistic digital twin solution for real-time monitoring of aquaculture net cage systems

Digital twins and relevant concepts are being applied in a wide variety of ways, and they are of most use when an actual real-world physical system or process (a physical twin) is changing over time and when measurement data correlated with this change can be captured. In this work, a digital twin model was implemented for real-time monitoring of aquaculture net cage systems, which is notoriously challenging because of several difficult-to-measure properties, such as forces on and deformation of the flexible netting structures, waves and flow field alterations around the cage and complex stiffness behaviour of the mooring elements made by fibre ropes. These properties were set to be adaptable according to the resultant outputs, such as cage responses and mooring loads that were continuously compared with the measurement data obtained from remote monitoring sensors. In this way, real-time sensor data were assimilated into the numerical simulation model for representing the actual net cage system. No dedicated sensors were used for fish monitoring, but the fish behavioural responses to current, wave and cage deformation were modelled according to relevant field observational data. A wireless sensor network has also been tested for the digital twin implementation, which was found to be suitable for practical uses in fish farms.     

Torsional behavior of GFRP-reinforced concrete pontoon decks with and without an edge cutout

Using glass fiber-reinforced polymer (GFRP) bars in precast concrete pontoon decks in aggressive marine environments would eliminate corrosion problems encountered with steel reinforcement. Although wave action usually subjects pontoon decks to torsion, but little is known about the behavior of such structures. Moreover, nothing is known about the effects of cutouts on the torsional behavior of pontoon decks. This study experimentally investigated the torsional behavior of GFRP-reinforced concrete (RC) pontoon decks in terms of the effect of edge cutouts, reinforcement-bar distribution, and rotation direction. The results show that the bar configuration affected the failure behavior and torsional capacity of the GFRP-reinforced concrete decks under torsion. The decks with double-layer reinforcement exhibited slower and narrower cracking growth in the post-cracking stage than the decks with single-layer reinforcement. In addition, the edge cutouts reduced the cracking torque of the solid rectangular decks by an average 17%. The torsional behavior of the GFRP-reinforced planks can be accurately described by the ACI318-14 equation in the cracking stage, while the decks’ post-cracking torsional rigidity can be predicted accurately from the contribution of the GFRP bars.     

城市主干路隧道段智慧化系统研究应用

伴随着我国经济的迅速发展、城市人口的急剧增长以及城市主干路隧道建设的逐年推进和道路运力需求的快速增加，国家相关部门提出重点推进智慧交通基础设施建设。其中逐步实现我国公路隧道智能化、信息化、集成化、绿色节能化是智慧交通发展的关键。以实际案例进行城市主干路隧道段智慧化研究分析，通过智慧运营管理平台、数据交互、共享信息等一系列技术手段，在设备控制、事件预警、流程管理、应急处理等方面提升隧道运营管理的业务能力。