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Corrigendum to “Meta databases of steel frame buildings for surrogate modelling and machine learning-based feature importance analysis” [Journal of Resilient Cities and Structures Volume 3 Issue 1 (2024) 20-43] “用于替代建模和基于机器学习的特征重要性分析的钢框架建筑元数据库”的勘误表[Journal of Resilient Cities and Structures卷3第1期(2024)20-43]
Pub Date : 2025-03-01 DOI: 10.1016/j.rcns.2025.01.001
Delbaz Samadian , Jawad Fayaz , Imrose B. Muhit , Annalisa Occhipinti , Nashwan Dawood
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引用次数: 0
A robustness assessment approach for transportation networks with cyber-physical interdependencies 具有网络-物理相互依赖关系的交通网络鲁棒性评估方法
Pub Date : 2025-03-01 DOI: 10.1016/j.rcns.2025.02.005
Konstantinos Ntafloukas , Liliana Pasquale , Beatriz Martinez-Pastor , Daniel P. McCrum
While in the past the robustness of transportation networks was studied considering the cyber and physical space as isolated environments this is no longer the case. Integrating the Internet of Things devices in the sensing area of transportation infrastructure has resulted in ubiquitous cyber-physical systems and increasing interdependencies between the physical and cyber networks. As a result, the robustness of transportation networks relies on the uninterrupted serviceability of physical and cyber networks. Current studies on interdependent networks overlook the civil engineering aspect of cyber-physical systems. Firstly, they rely on the assumption of a uniform and strong level of interdependency. That is, once a node within a network fails its counterpart fails immediately. Current studies overlook the impact of earthquake and other natural hazards on the operation of modern transportation infrastructure, that now serve as a cyber-physical system. The last is responsible not only for the physical operation (e.g., flow of vehicles) but also for the continuous data transmission and subsequently the cyber operation of the entire transportation network. Therefore, the robustness of modern transportation networks should be modelled from a new cyber-physical perspective that includes civil engineering aspects. In this paper, we propose a new robustness assessment approach for modern transportation networks and their underlying interdependent physical and cyber network, subjected to earthquake events. The novelty relies on the modelling of interdependent networks, in the form of a graph, based on their interdependency levels. We associate the serviceability level of the coupled physical and cyber network with the damage states induced by earthquake events. Robustness is then measured as a degradation of the cyber-physical serviceability level. The application of the approach is demonstrated by studying an illustrative transportation network using seismic data from real-world transportation infrastructure. Furthermore, we propose the integration of a robustness improvement indicator based on physical and cyber attributes to enhance the cyber-physical serviceability level. Results indicate an improvement in robustness level (i.e., 41 %) by adopting the proposed robustness improvement indicator. The usefulness of our approach is highlighted by comparing it with other methods that consider strong interdependencies and key node protection strategies. The approach is of interest to stakeholders who are attempting to incorporate cyber-physical systems into civil engineering systems.
虽然在过去,交通网络的稳健性是考虑到网络和物理空间作为孤立的环境来研究的,但现在已经不是这样了。将物联网设备集成到交通基础设施的传感领域,导致无处不在的网络-物理系统和物理网络与网络网络之间的相互依赖性日益增强。因此,运输网络的健壮性依赖于物理和网络网络的不间断可维护性。目前对相互依赖网络的研究忽视了信息物理系统的土木工程方面。首先,它们依赖于一种统一的、高度相互依赖的假设。也就是说,一旦网络中的一个节点出现故障,其对应节点就会立即出现故障。目前的研究忽视了地震和其他自然灾害对现代交通基础设施运行的影响,这些基础设施现在是一个网络物理系统。后者不仅负责物理操作(例如车辆流动),还负责整个交通网络的连续数据传输和随后的网络操作。因此,现代交通网络的稳健性应从包括土木工程方面在内的新的网络物理角度进行建模。在本文中,我们提出了一种新的鲁棒性评估方法,用于现代交通网络及其潜在的相互依赖的物理和网络网络,受到地震事件的影响。这种新颖性依赖于相互依赖网络的建模,以图表的形式,基于它们的相互依赖程度。我们将物理和网络耦合网络的可用性水平与地震事件引起的破坏状态联系起来。然后,健壮性被衡量为网络物理可服务性水平的退化。通过对实际交通基础设施地震数据的交通网络进行研究,验证了该方法的应用。此外,我们提出了基于物理和网络属性的鲁棒性改进指标的集成,以提高网络物理服务水平。结果表明,通过采用提出的稳健性改进指标,稳健性水平有所提高(即41%)。通过将我们的方法与其他考虑强相互依赖性和关键节点保护策略的方法进行比较,突出了我们方法的实用性。该方法对试图将网络物理系统纳入土木工程系统的利益相关者很感兴趣。
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引用次数: 0
Investing in resilience: A long-term analysis of china's flood protection strategies 投资于抗灾能力:对中国防洪战略的长期分析
Pub Date : 2025-03-01 DOI: 10.1016/j.rcns.2025.03.001
Koji Watanabe , Mikio Ishiwatari , Daisuke Sasaki , Akiko Sakamoto , Mikiyasu Nakayama
Investing in disaster risk reduction is crucial for minimizing the impacts of disasters. However, little is known about the factors that influence changes in investment levels over time. This study aims to identify the key socio-economic drivers behind increases and decreases in flood protection investment in People's Republic of China (PRC). Such information is crucial for policy makers to justify flood investments. By analyzing data on flood protection expenditures, economic losses from floods, and other relevant indicators from 1980 to 2020, the study evaluates the relationship between investment and disaster impacts through the lens of the flood investment cycle model. It was found that the country succeeded in reducing flood damage because of increasing investment in flood protection. The results indicate that changes in PRC's flood protection investment have been driven by three major factors: the occurrence of major disasters, the fiscal situation, and shifts in government policies. Investment tended to increase following large-scale events, such as the 1998 Yangtze River Basin flood and the 2008 Wenchuan earthquake, which prompted policy changes and renewed focus on DRR measures. Fiscal constraints limited investment in the 1990s, but reforms and stimulus measures improved the financial situation, enabling increased spending on flood protection. PRC's experience in steadily reducing flood damage through sustained investment and policy commitment offers valuable lessons for other developing countries facing similar challenges.
投资于减少灾害风险对于尽量减少灾害影响至关重要。然而,人们对影响投资水平随时间变化的因素知之甚少。本研究旨在确定中国防洪投资增减背后的主要社会经济驱动因素。这些信息对于决策者判断洪水投资的合理性至关重要。通过分析1980 - 2020年的防洪支出、洪水经济损失等相关指标,运用洪水投资周期模型对投资与灾害影响的关系进行了评价。人们发现,由于增加了防洪投资,该国成功地减少了洪水损失。结果表明,中国防洪投资的变化主要受三大因素驱动:重大灾害的发生、财政状况和政府政策的转变。在1998年长江流域洪水和2008年汶川地震等大型事件发生后,投资往往会增加,这些事件促使政策发生变化,并重新关注减灾措施。20世纪90年代,财政限制限制了投资,但改革和刺激措施改善了财政状况,增加了防洪支出。中国通过持续的投资和政策承诺稳步减少洪涝灾害的经验,为其他面临类似挑战的发展中国家提供了宝贵的经验。
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引用次数: 0
Digital twin-based resilience evaluation and intelligent strategies of smart urban water distribution networks for emergency management 基于数字孪生的城市智慧配水网络应急管理弹性评估与智能策略
Pub Date : 2025-02-24 DOI: 10.1016/j.rcns.2025.02.001
Hongyan Dui , Taiyu Cao , Fan Wang
Resilient smart urban water distribution networks are essential to ensure smooth urban operation and maintain daily water services. However, the dynamics and complexity of smart water distribution networks make its resilience study face many challenges. The introduction of digital twin technology provides an innovative solution for the resilience study of smart water distribution networks, which can more effectively support the network's real-time monitoring and intelligent control. This paper proposes a digital twin architecture of smart water distribution networks, laying the foundation for the resilience assessment of water distribution networks. Based on this, a performance evaluation model based on user satisfaction is proposed, which can more intuitively and effectively reflect the performance of urban water supply services. Meanwhile, we propose a method to quantify the importance of water distribution pipes' residual resilience, considering the time value to optimize the recovery sequence of failed pipes and develop targeted preventive maintenance strategies. Finally, to validate the effectiveness of the proposed method, this paper applies it to a water distribution network. The results show that the proposed method can significantly improve the resilience and enhance the overall resilience of smart urban water distribution networks.
弹性智能城市配水网络对于确保城市平稳运行和维持日常供水服务至关重要。然而,智能配水网络的动态性和复杂性使其弹性研究面临许多挑战。数字孪生技术的引入,为智能配水网络弹性研究提供了一种创新的解决方案,可以更有效地支持网络的实时监控和智能控制。本文提出了智能配水网络的数字孪生体系结构,为配水网络的弹性评估奠定了基础。在此基础上,提出了基于用户满意度的绩效评价模型,该模型能更直观有效地反映城市供水服务绩效。同时,我们提出了一种量化配水管剩余弹性重要性的方法,考虑时间值来优化失效管道的恢复顺序,并制定有针对性的预防性维护策略。最后,为了验证该方法的有效性,本文将其应用于一个配水网络。结果表明,该方法能显著提高城市智慧配水网络的弹性,增强其整体弹性。
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引用次数: 0
An integrated decision-making approach to resilience–LCC Bridge network retrofitting using a genetic algorithm-based framework 基于遗传算法框架的lcc桥梁网络弹性改造综合决策方法
Pub Date : 2025-01-07 DOI: 10.1016/j.rcns.2024.12.002
Pedram Omidian , Naser Khaji , Ali Akbar Aghakouchak
Bridge networks are essential components of civil infrastructure, supporting communities by delivering vital services and facilitating economic activities. However, bridges are vulnerable to natural disasters, particularly earthquakes. To develop an effective disaster management strategy, it is critical to identify reliable, robust, and efficient indicators. In this regard, Life-Cycle Cost (LCC) and Resilience (R) serve as key indicators to assist decision-makers in selecting the most effective disaster risk reduction plans. This study proposes an innovative LCC–R optimization framework to identify the most optimal retrofit strategies for bridge networks facing hazardous events during their lifespan. The proposed framework employs both single- and multi-objective optimization techniques to identify retrofit strategies that maximize the R index while minimizing the LCC for the under-study bridge networks. The considered retrofit strategies include various options such as different materials (steel, CFRP, and GFRP), thicknesses, arrangements, and timing of retrofitting actions. The first step in the proposed framework involves constructing fragility curves by performing a series of nonlinear time-history incremental dynamic analyses for each case. In the subsequent step, the seismic resilience surfaces are calculated using the obtained fragility curves and assuming a recovery function. Next, the LCC is evaluated according to the proposed formulation for multiple seismic occurrences, which incorporates the effects of complete and incomplete repair actions resulting from previous multiple seismic events. For optimization purposes, the Non-Dominated Sorting Genetic Algorithm II (NSGA-II) evolutionary algorithm efficiently identifies the Pareto front to represent the optimal set of solutions. The study presents the most effective retrofit strategies for an illustrative bridge network, providing a comprehensive discussion and insights into the resulting tactical approaches. The findings underscore that the methodologies employed lead to logical and actionable retrofit strategies, paving the way for enhanced resilience and cost-effectiveness in bridge network management against seismic hazards.
桥梁网络是民用基础设施的重要组成部分,通过提供重要服务和促进经济活动来支持社区。然而,桥梁容易受到自然灾害的影响,尤其是地震。为了制定有效的灾害管理战略,确定可靠、稳健和高效的指标至关重要。在这方面,生命周期成本(LCC)和恢复力(R)是帮助决策者选择最有效的减灾计划的关键指标。本研究提出了一个创新的lc - r优化框架,以确定在其生命周期内面临危险事件的桥梁网络的最优改造策略。所提出的框架采用单目标和多目标优化技术来确定改造策略,以最大化R指数,同时最小化所研究桥梁网络的LCC。考虑的改造策略包括各种选择,如不同的材料(钢、碳纤维增强塑料和玻璃钢)、厚度、安排和改造行动的时间。该框架的第一步涉及通过对每种情况进行一系列非线性时程增量动态分析来构建脆弱性曲线。在接下来的步骤中,使用得到的易损性曲线并假设恢复函数计算地震恢复面。接下来,根据多次地震发生的建议公式评估LCC,其中包括以前多次地震事件导致的完全和不完全修复行动的影响。基于优化目的,非支配排序遗传算法II (non - dominant Sorting Genetic Algorithm II, NSGA-II)进化算法能够有效地识别Pareto front来表示最优解集。本研究提出了一个示范性桥梁网络的最有效的改造策略,提供了对由此产生的战术方法的全面讨论和见解。研究结果强调,所采用的方法导致了逻辑和可操作的改造策略,为增强桥梁网络管理抵御地震灾害的弹性和成本效益铺平了道路。
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引用次数: 0
Pub Date : 2025-01-01
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引用次数: 0
Pub Date : 2025-01-01
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引用次数: 0
Pub Date : 2025-01-01
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引用次数: 0
Pub Date : 2025-01-01
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引用次数: 0
Pub Date : 2025-01-01
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引用次数: 0
期刊
Resilient Cities and Structures
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