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International Journal of Critical Infrastructures最新文献

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Failure modes and effects analysis for an engineering design modification in the US nuclear power industry 美国核电工业工程设计变更的失效模式及影响分析
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2019-01-01 DOI: 10.1504/ijcis.2019.100423
Pamela M. Torres Jiménez
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引用次数: 0
Field measurement and numerical simulation of the influence of blasting excavation on adjacent buried pipelines 爆破开挖对邻近埋地管线影响的现场测量与数值模拟
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2019-01-01 DOI: 10.1504/IJCIS.2019.10016810
Haitao Wang, Yuedong Wu, Jin Hui, J. Jia, Kai Wang
The blasting seismic waves generated by tunnel blasting will have an adverse effect on adjacent buried pipelines, which increasing the difficulty of subway construction. In this paper, taking the section of blasting excavation in Dalian Metro Line 1 as the engineering background, the attenuation law of blasting seismic wave in the soil and the vibration response of the buried pipeline are systematically studied by means of field measurement and numerical simulation. The deformation monitoring of the pipeline shows that the time curve of the pipeline and the surface settlement are distributed exponentially, and the trend of them is the same. The attenuation law of seismic wave obtained by numerical simulation is basically consistent with the measured results, which indicates that it is feasible to study the blasting vibration effect by numerical simulation. The Sa Rodolfo J Ki prediction formula is established according to the measured data, which can reflect the propagation law of the blasting seismic wave. It can provide some basis for the construction of subway tunnels at the subsequent stage.
隧道爆破产生的爆破地震波会对相邻埋地管线产生不利影响,增加了地铁施工难度。本文以大连地铁1号线爆破开挖段为工程背景,通过现场实测和数值模拟等方法,系统研究了爆破地震波在土体中的衰减规律和埋地管道的振动响应。管道的变形监测表明,管道的时间曲线与地表沉降呈指数分布,两者的变化趋势相同。数值模拟得到的地震波衰减规律与实测结果基本一致,表明通过数值模拟研究爆破振动效应是可行的。根据实测数据,建立了能反映爆破地震波传播规律的Sa Rodolfo J Ki预测公式。可为后续地铁隧道的施工提供一定的依据。
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引用次数: 0
Are security standards for electricity infrastructure a good choice for Europe Evidence on cost and benefits from two case studies 电力基础设施的安全标准是欧洲的一个好选择吗
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2019-01-01 DOI: 10.1504/ijcis.2019.10020160
A. Stefanini, E. Ragazzi
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引用次数: 0
Failure modes and effects analysis for an engineering design modification in the US nuclear power industry 美国核电工业工程设计变更的失效模式及影响分析
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2019-01-01 DOI: 10.1504/ijcis.2019.10020159
Pamela M. Torres Jiménez
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引用次数: 0
Neuro-fuzzy-based clustering of DDoS attack detection in the network 基于神经模糊聚类的网络DDoS攻击检测
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 2017-04-17 DOI: 10.1504/IJCIS.2017.10004199
K. Saravanan
The detection system developed for wired networks cannot be deployed in wireless networks due to the difference between the two types of networks. The data transmission of the wired network is a standard physical routing. However, the data stream routing of wireless network are based on radio signals with a variety of problems of evolution. The attacker's packet header data are acknowledged with a port number, option field parameters and IP address. The anomalies detection is carried out at a regular interval to monitor the traffic analysed through statistical variance. The change detection detects the statistical variance of the traffic volume. The results obtained from the proposed system are compared with the existing attack detection systems with the propagation delay metric. It shows a reduction of nearly 10% and an improvement of 13% average throughput.
由于有线网络和无线网络之间的差异,为有线网络开发的检测系统不能部署在无线网络中。有线网络的数据传输是一个标准的物理路由。然而,无线网络的数据流路由是基于无线电信号的,存在着各种发展问题。攻击者的包头数据被确认为端口号、选项字段参数和IP地址。定期进行异常检测,通过统计方差分析对流量进行监测。变化检测检测流量的统计方差。将该系统的检测结果与现有的基于传播延迟度量的攻击检测系统进行了比较。它显示减少了近10%,平均吞吐量提高了13%。
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引用次数: 1
Seismic Isolation of Data Centers for Business Continuity 数据中心的地震隔离以实现业务连续性
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 1900-01-01 DOI: 10.1504/ijcis.2022.10034563
M. Esen
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引用次数: 0
Quantitative and qualitative constructs of trade infrastructure in hilly regions ' a case study of Himachal Pradesh, India 丘陵地区贸易基础设施的定量与定性建设——以印度喜马偕尔邦为例
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 1900-01-01 DOI: 10.1504/IJCIS.2019.10016809
Saswati Tripathi, K. Rangarajan, Sumana Das
The globalised world order has made infrastructural development as a priority by every country. In order to increase global market participation, the developing economies commit huge investments in improving the trade infrastructure. The investment in infrastructure in these countries is being guided by the infrastructure index constructed for the purpose. Most of these infrastructure indices are based on the social and economic indicators drawn from the hard and soft infrastructure. This paper brings out some of the shortcomings of the infrastructure index as guidance for infrastructure development. It is argued that infrastructure development should be guided, not by the size of investment but by the micro level feasibility as well as the effectiveness for improving the social and economic indicators.
全球化的世界秩序使基础设施建设成为每个国家的优先事项。为了提高全球市场参与度,发展中经济体承诺在改善贸易基础设施方面进行巨额投资。这些国家的基础设施投资正以为此目的而建立的基础设施指数为指导。这些基础设施指数大多是基于从软硬基础设施中得出的社会经济指标。本文指出了以基础设施指数作为基础设施发展指导指标的一些不足。本文认为,基础设施建设不应以投资规模为导向,而应以微观层面的可行性和改善社会经济指标的有效性为导向。
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引用次数: 0
Investigating Safety Development Methodologies in the Construction Industry and Identifying Gaps in the Studies: A Review Article 建筑行业安全发展方法的研究及研究中的不足:综述文章
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 1900-01-01 DOI: 10.1504/ijcis.2024.10049397
B. A. Nadjafi, A. Najafi, A. Shafikhani, M. Pouyakian, A. Kavousi
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引用次数: 0
A Comparative Framework for Cyber Threat Modelling: Case of Healthcare and Industrial Control Systems 网络威胁建模的比较框架:医疗保健和工业控制系统的案例
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 1900-01-01 DOI: 10.1504/ijcis.2024.10046187
Unal Tatar, Omer F. Keskin, Mobolarinwa Balogun, Hayretdin Bahsi
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引用次数: 0
Role of E-Adoption of Emerging Technology in 4P Organizational Framework During Covid-19 新冠肺炎期间新兴技术电子化在4P组织框架中的作用
IF 0.6 Q4 ENGINEERING, MULTIDISCIPLINARY Pub Date : 1900-01-01 DOI: 10.1504/ijcis.2024.10056042
S. Gupta, R. Singh, Nishu Panwar, Narendra Singh, Pushpa Singh
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引用次数: 0
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International Journal of Critical Infrastructures
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