Reliability of lifeline networks under seismic hazard

Selcuk, A. Sevtap; Yücemen, M. Semih

doi:10.1016/s0951-8320(98)00098-2

Cited by 30 publications

(11 citation statements)

References 3 publications

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“…In the case of damage produced by seismic events the effects of the interruption of the local network and the consequence reduction in what remains available affect the overall performance of the system (increase in travel time, distance and costs). In some cases it could be of primary importance that the journey finishes in a determined period of time, while in other cases it is more important to evaluate if there are interruptions along the route that could obstruct to reach the destination [Selçuk, Yücemen, 1999-Du, Nicholson, 1997. With this aim the following two different terms of reliability can be defined:  Terminal Reliability is "the probability that nodes are connected, i.e.…”

Section: Lifeline Reliabilitymentioning

confidence: 99%

Assessment of Seismic Risk and Reliability of Road Network

Cafiso¹

2010

Modelling, Simulation and Identification

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Section: Lifeline Reliabilitymentioning

confidence: 99%

Assessment of Seismic Risk and Reliability of Road Network

Cafiso¹

2010

Modelling, Simulation and Identification

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“…To conduct this comparison, concepts such as "risk" [10][11][12], "reliability" [13][14][15], and "vulnerability" [16][17][18] can be used to assess the antiseismic capability of WDN under different reconstruction strategies. In recent years, the concept of "resilience" has also attracted increasing attention because of its application in evaluating the capability of urban lifelines to withstand various natural disasters [19][20][21][22][23].…”

Section: Introductionmentioning

confidence: 99%

Effects Comparison of Different Resilience Enhancing Strategies for Municipal Water Distribution Network: A Multidimensional Approach

Zhao

Chen

Gong

2015

Mathematical Problems in Engineering

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Water distribution network (WDN) is critical to the city service, economic rehabilitation, public health, and safety. Reconstructing the WDN to improve its resilience in seismic disaster is an important and ongoing issue. Although a considerable body of research has examined the effects of different reconstruction strategies on seismic resistance, it is still hard for decision-makers to choose optimal resilience enhancing strategy. Taking the pipeline ductile retrofitting and network meshed expansion as demonstration, we proposed a feasible framework to contrast the resilience enhancing effects of two reconstruction strategies—units retrofitting strategy and network optimization strategy—in technical and organizational dimension. We also developed a new performance response function (PRF) which is based on network equilibrium theory to conduct the effects comparison in integrated technical and organizational dimension. Through the case study of municipal WDN in Lianyungang, China, the comparison results were thoroughly shown and the holistic decision-making support was provided.

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“…Also determining the earthquake insurance premium a rate using stochastic methods was made by Deniz (2006). Seismic safety work of underground networks was made by Selçuk and Yücemen (2000). Conversely, earthquake hazard of the Aegean extension region (West Turkey) was made by Polat et al (2008).…”

Section: Introductionmentioning

confidence: 99%

Seismic hazard analysis of Sinop province, Turkey using probabilistic and statistical methods

Kartal¹,

Beyhan

Keskinsezer

2014

J Earth Syst Sci

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Using 4.0 and greater magnitude earthquakes which occurred between 1 January 1900 and 31 December 2008 in the Sinop province of Turkey this study presents a seismic hazard analysis based on the probabilistic and statistical methods. According to the earthquake zonation map, Sinop is divided into first, second, third and fourth-degree earthquake regions. Our study area covered the coordinates between 40.66 •-42.82 • N and 32.20 •-36.55 • E. The different magnitudes of the earthquakes during the last 108 years recorded on varied scales were converted to a common scale (Mw). The earthquake catalog was then recompiled to evaluate the potential seismic sources in the aforesaid province. Using the attenuation relationships given by Boore et al. (1997) and Kalkan and Gülkan (2004), the largest ground accelerations corresponding to a recurrence period of 475 years are found to be 0.14 g for bedrock at the central district. Comparing the seismic hazard curves, we show the spatial variations of seismic hazard potential in this province, enumerating the recurrence period in the order of 475 years.

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Reliability of lifeline networks under seismic hazard

Cited by 30 publications

References 3 publications

Assessment of Seismic Risk and Reliability of Road Network

Assessment of Seismic Risk and Reliability of Road Network

Effects Comparison of Different Resilience Enhancing Strategies for Municipal Water Distribution Network: A Multidimensional Approach

Seismic hazard analysis of Sinop province, Turkey using probabilistic and statistical methods

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