Relevant bibliographies by topics / Infrastructure failure

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Infrastructure failure'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Infrastructure failure"

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NEOCLEOUS, KYRIAKOS, MARIOS D. DIKAIAKOS, PARASKEVI FRAGOPOULOU, and EVANGELOS P. MARKATOS. "FAILURE MANAGEMENT IN GRIDS: THE CASE OF THE EGEE INFRASTRUCTURE." Parallel Processing Letters 17, no. 04 (2007): 391–410. http://dx.doi.org/10.1142/s0129626407003113.

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The emergence of Grid infrastructures like EGEE has enabled the deployment of large-scale computational experiments that address challenging scientific problems in various fields. However, to realize their full potential, Grid infrastructures need to achieve a higher degree of dependability, i.e., they need to improve the ratio of Grid-job requests that complete successfully in the presence of Grid-component failures. To achieve this, however, we need to determine, analyze and classify the causes of job failures on Grids. In this paper we study the reasons behind Grid job failures in the conte
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Lindner, Christine, Pradeep Burla, and Dirk Vallée. "Graph-Theory-Based Modeling of Cascading Infrastructure Failures." Journal of Extreme Events 04, no. 03 (2017): 1750012. http://dx.doi.org/10.1142/s2345737617500129.

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Urban social life increasingly depends on a functioning social and technical infrastructure. Protecting infrastructures from natural disasters and extreme weather events, which are especially a result of climate change, has become an important topic in international research in the last years [Birkmann et al. (2016). Journal of Extreme Events, 03: 1650017]. In order to increase efficiency, the connections and interrelations between infrastructure components have been strengthened more and more, promoting the growth of large-scale interconnected systems. This in turn has resulted in uncontrolla
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Koks, Elco, Raghav Pant, Scott Thacker, and Jim W. Hall. "Understanding Business Disruption and Economic Losses Due to Electricity Failures and Flooding." International Journal of Disaster Risk Science 10, no. 4 (2019): 421–38. http://dx.doi.org/10.1007/s13753-019-00236-y.

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Abstract Failure of critical national infrastructures can cause disruptions with widespread economic impacts. To analyze these economic impacts, we present an integrated modeling framework that combines: (1) geospatial information on infrastructure assets/networks and the natural hazards to which they are exposed; (2) geospatial modeling of the reliance of businesses upon infrastructure services, in order to quantify disruption to businesses locations and economic activities in the event of infrastructure failures; and (3) multiregional supply-use economic modeling to analyze wider economic im
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Eismann, Christine. "Trends in Critical Infrastructure Protection in Germany." TRANSACTIONS of the VŠB – Technical University of Ostrava, Safety Engineering Series 9, no. 2 (2014): 26–31. http://dx.doi.org/10.2478/tvsbses-2014-0008.

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Abstract Critical Infrastructures failures cause harmful consequences to the population, because they disrupt the supply of necessary goods and services. The failures pose an indirect threat, as they will regularly be triggered by natural hazards, technical failure/human error or intentional acts. In the risk analyses on the national level in Germany, Critical Infrastructure failures are qualitatively described to estimate their impacts on society. Critical Infrastructure Protection is seen as a joint task of many different stakeholders. Rules and regulations with different degrees of compulsi
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Musa, Nadianatra, Vishv Malhotra, and Trevor Wilmshurst. "Do Managers Understand Importance of Securing IT Resources?" International Journal of Virtual Communities and Social Networking 7, no. 1 (2015): 52–64. http://dx.doi.org/10.4018/ijvcsn.2015010105.

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Information infrastructures and resources has become critical component of the modern business and non-business organizations. In turn this dependence makes these organizations vulnerable to any significant failure in their information infrastructures and resources. Literature is full of examples of the companies suffering major losses and even demise as a result of information infrastructure and resources failures. To mitigate this vulnerability the senior management and governance of the organizations needs to pay direct role and attention to protect their critical information infrastructure
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Yan, Ke-Sheng, Li-Li Rong, and Qun Li. "Vulnerability analysis of interdependent spatially embedded infrastructure networks under localized attack." Modern Physics Letters B 31, no. 09 (2017): 1750089. http://dx.doi.org/10.1142/s0217984917500890.

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Infrastructure networks are usually spatially embedded, which makes them even more susceptible to spatially localized failures, i.e. a set of nodes located within a spatially localized area is subject to damage while other nodes do not directly fail. This paper mainly presents a methodological approach for analyzing vulnerability of interdependent infrastructure networks under localized attack. Two types of interdependencies are considered in the cascading failures propagation: functional and geographic interdependencies. The roles of different nodes and geographical proximity are employed to
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Ahmed, Talha, Yasir Mahmood, Nita Yodo, and Ying Huang. "Weather-Related Combined Effect on Failure Propagation and Maintenance Procedures towards Sustainable Gas Pipeline Infrastructure." Sustainability 16, no. 13 (2024): 5789. http://dx.doi.org/10.3390/su16135789.

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Weather-related events are among the major causes of failure propagation in natural gas pipeline infrastructure. The interaction between multiple natural-force factors, such as temperature, precipitation, and wind, and their unpredictable simultaneous occurrence can intensify the vulnerability of pipeline infrastructure, increasing the likelihood of leaks, ruptures, and mechanical damage. This paper provides a comprehensive review of the combined effect of weather-related events on the failure propagation of pipelines, focusing on the impact of weather-related external force factors and climat
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Medeiros, Viviano de Sousa, Moisés Dantas dos Santos, and Alisson Vasconcelos Brito. "Case Study for Predicting Failures in Water Supply Networks Using Neural Networks." Water 16, no. 10 (2024): 1455. http://dx.doi.org/10.3390/w16101455.

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This study deals with the prediction of recurring failures in water supply networks, a complex and costly task, but essential for the effective maintenance of these vital infrastructures. Using historical failure data provided by Companhia de Água e Esgotos da Paraíba (CAGEPA), the research focuses on predicting the time until the next failure at specific points in the network. The authors divided the failures into two categories: Occurrences of New Faults (ONFs) and Recurrences of Faults (RFs). To perform the predictions, they used predictive models based on machine learning, more specificall
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Monstadt, Jochen, and Olivier Coutard. "Cities in an era of interfacing infrastructures: Politics and spatialities of the urban nexus." Urban Studies 56, no. 11 (2019): 2191–206. http://dx.doi.org/10.1177/0042098019833907.

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Over the last few years, nexus-thinking has become a buzzword in urban research and practice. This also applies to recent claims of greater integration or coordination of urban infrastructures that have traditionally been managed separately and have been unbundled. The idea is to better address their growing sociotechnical complexity, their externalities and their operation within an urban system of systems. This article introduces a collection of case studies aimed at critically appraising how concepts of nexus and infrastructure integration have become guiding visions for the development of
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Saxena, Isha, Behzad Kazemtabrizi, Matthias C. M. Troffaes, and Christopher J. Crabtree. "Data-Driven Infrastructure Planning for Offshore Wind Farms." Journal of Physics: Conference Series 2767, no. 6 (2024): 062002. http://dx.doi.org/10.1088/1742-6596/2767/6/062002.

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Abstract Offshore wind farms are one of the major renewable energy resources that can help the UK to reach its net zero target. Under the 10 point plan of the green revolution, the UK is set to quadruple its wind energy production by increasing its offshore wind capacity to 40GW by 2030 [1]. Research needs to be conducted to study the failure and repair processes of wind turbines under various conditions as the current models make a simplifying assumption that the failure/repair rate remains constant over time. This research aims to create a more accurate model using SCADA data. In this resear
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Dissertations / Theses on the topic "Infrastructure failure"

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Jidayi, Yakubu Mara. "Reliability improvement of railway infrastructure." Thesis, Stellenbosch : Stellenbosch University, 2015. http://hdl.handle.net/10019.1/97047.

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Thesis (MEng)--Stellenbosch University, 2015.<br>ENGLISH ABSTRACT: The railway transportation system is fundamental in sustaining the economic activities of a country, by providing a safe, reliable and relatively affordable means of transporting people and goods; hence, the need to ensure its ongoing reliability is of paramount importance. The principle and applications of rail reliability have been reviewed, and reliability improvement in rail infrastructure has been investigated using failure mode and effect analysis (FMEA). Reliability improvement is a continuous process that is geared
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Lam, Juan Carlos. "Dynamic Analysis of Levee Infrastructure Failure Risk: A Framework for Enhanced Critical Infrastructure Management." Thesis, Virginia Tech, 2012. http://hdl.handle.net/10919/43106.

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Current models that assess infrastructure failure risk are â linear,â and therefore, only consider the direct influence attributed to each factor that defines risk. These models do not consider the undeniable relationships that exist among these parameters. In reality, factors that define risk are interdependent and influence each other in a â non-linearâ fashion through feedback effects. Current infrastructure failure risk assessment models are also static, and do not allow infrastructure managers and decision makers to evaluate the impacts over time, especially the long-term impact of
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Thacker, Scott. "Reducing the risk of failure in interdependent national infrastructure network systems." Thesis, University of Oxford, 2015. https://ora.ox.ac.uk/objects/uuid:02e7313c-0967-47e3-becc-2e7da376f745.

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Infrastructure network systems support society and the economy by facilitating the distribution of essential services across broad spatial extents, at a range of scales. The complex and interdependent nature of these systems provides the conditions for which localised failures can dramatically cascade, resulting in disruptions that are widespread and very often unforeseen. This systemic vulnerability has been highlighted multiple times over the previous decades in infrastructures systems from around the world. In the future, the hazards to which infrastructure systems are exposed are set to gr
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Salman, Baris. "Infrastructure Management and Deterioration Risk Assessment of Wastewater Collection Systems." University of Cincinnati / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1282051343.

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Fang, Yiping. "Critical infrastructure protection by advanced modelling, simulation and optimization for cascading failure mitigation and resilience." Thesis, Châtenay-Malabry, Ecole centrale de Paris, 2015. http://www.theses.fr/2015ECAP0013/document.

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Sans cesse croissante complexité et l'interdépendance des infrastructures critiques modernes, avec des environs de risque plus en plus complexes, posent des défis uniques pour leur exploitation sûre, fiable et efficace. L'objectif de la présente thèse est sur la modélisation, la simulation et l'optimisation des infrastructures critiques (par exemple, les réseaux de transmission de puissance) à l'égard de leur vulnérabilité et la résilience aux défaillances en cascade. Cette étude aborde le problème en modélisant infrastructures critiques à un niveau fondamental, en se concentrant sur la topolo
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Jamar-Kattel, Prakash. "Locating Critical Infrastructure Considering its Dependency with Connected Supporting Stations." Ohio University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1547044104211674.

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Sinha, Yashwant. "Optimisation of offshore wind farm maintenance." Thesis, Robert Gordon University, 2016. http://hdl.handle.net/10059/1572.

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The installed capacity of European Offshore Wind Turbines (OWT) is likely to rise from the 2014 value of 7GW to 150GW in 2030. However maintenance of OWT is facing unprecedented challenges and cost 35% of lifetime costs. This will be equivalent to £14billion/year by 2030 if current OWT maintenance schemes are not changed. However the complexities around OWT operation require tools and systems to optimise OWT maintenance. The design of optimal OWT maintenance requires failure analysis of over 10,000 components in OWT for which there is little published work relating to performance and failure.
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Moore, Michael Ronald. "Exploring Critical Infrastructure Single Point of Failure Analysis (SPFA) for Data Center Risk and Change Management." Thesis, Northcentral University, 2018. http://pqdtopen.proquest.com/#viewpdf?dispub=10975757.

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<p> Critical infrastructure (CI) risk management frameworks require identification of single point of failure risks but existing reliability assessment methods are not practical for identifying single points of failure in CI systems. The purpose of this study was development and assessment of a system reliability assessment tool specific to the task of identifying single points of failure in CI systems. Using a series of action research nested cycles the author developed, applied, and improved a single point of failure analysis (SPFA) tool consisting of a six step method and novel single point
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Mansaray, Alhassan A. "Public-Private Partnership : countries' attractiveness and the risk of project failure." Thesis, Loughborough University, 2018. https://dspace.lboro.ac.uk/2134/33333.

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The primary objective of this thesis is to analyse the public private partnership (PPP) framework for infrastructure development in developing countries across the six regions of the world. The thesis utilises the World Bank's private participation in infrastructure (PPI) dataset for the period 1980–2014, and examines three thematic areas. The first comprises of an exploratory analysis of the PPI dataset. The second research area focuses on the relationship between countries' attractiveness for PPPs and the characteristics of the countries, including: macroeconomic and market; fiscal constrain
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Xu, Xinfeng. "Modeling and Predicting Incidence: Critical Systems Failures and Flu Infection Cases." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/89909.

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Given several related critical infrastructure (CI) networks, such as power grid, transportation, and water systems, one crucial question emerges: how to model the propagation of failed facilities and predict their spread over time to the whole system? Given digital surveillance data, can we predict the impact of Influenza-Like Illness (ILI), including the percentage of outpatient doctors visits, the season duration, and peak? These two questions are related to modeling and predicting the incidence of different types of contagions. In the case of CI, the contagions are the failures of facilitie
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Books on the topic "Infrastructure failure"

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Newlove, Lindy. Auckland unplugged: Coping with critical infrastructure failure. Lexington Books, 2003.

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1965-, Stern Eric, and Svedin Lina 1974-, eds. Auckland unplugged: Coping with critical infrastructure failure. Lexington Books, 2003.

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Harvey, Frank P. The homeland security dilemma: Fear, failure and the future of American security. Routledge, 2008.

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Mehl, Bronislav Ruben. Successes and failures: Flowing sweet waters. Vantage Press, 1993.

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Bartoli, Gianni, Francesco Ricciardelli, and Vincenzo Sepe, eds. WINDERFUL Wind and INfrastructures. Firenze University Press, 2004. http://dx.doi.org/10.36253/8884531381.

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WINDERFUL (an acronym for Wind and INfrastructures: Dominating Eolian Risk For Utilities and Lifelines) is the title of a research project carried out by eight Italian Universities from the end of 2001 to the end of 2003. The project was centred on how "to keep a city running and ensuring quality services during and after major windstorms", avoiding "major failures" of engineering facilities and main infrastructures. The book reports the main results obtained in the project, and for each typology the tool for assessing its reliability are discussed, together with the criteria for its improveme
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Ettouney, Mohammed. Infrastructure health in civil engineering: Applications and management. CRC Press, 2012.

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V, Welch Gregory, and Schrieber Randall R, eds. Aging power delivery infrastructures. M. Dekker, 2001.

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Illinois. Special Task Force on the Condition and Future of the Illinois Energy Infrastructure. Blackout solutions: Final report of the Special Task Force on the Condition and Future of the Illinois Energy Infrastructure. Illinois Special Task Force on the Condition and Future of the Illinois Energy Infrastructure, 2004.

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United States. Congress. Senate. Committee on Environment and Public Works. Subcommittee on Water Resources, Transportation, and Infrastructure. Collapse of the New York State Thruway bridge over the Schoharie Creek: Hearing before the Subcommittee on Water Resources, Transportation, and Infrastructure of the Committee on Environment and Public Works, United States Senate, One hundredth Congress, first session, May 4, 1987. U.S. G.P.O., 1987.

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United States. Congress. House. Committee on Transportation and Infrastructure. Subcommittee on Economic Development, Public Buildings, Hazardous Materials, and Pipeline Transportation. The Bellingham, Washington, hazardous liquid pipeline incident: Hearing before the Subcommittee on Economic Development, Public Buildings, Hazardous Materials, and Pipeline Transportation of the Committee on Transportation and Infrastructure, House of Representatives, One Hundred Sixth Congress, first session, October 27, 1999. U.S. G.P.O., 2000.

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Book chapters on the topic "Infrastructure failure"

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Tapolcai, János, Pin-Han Ho, Péter Babarczi, and Lajos Rónyai. "Failure Restoration Approaches." In Internet Optical Infrastructure. Springer New York, 2014. http://dx.doi.org/10.1007/978-1-4614-7738-9_2.

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Tapolcai, János, Pin-Han Ho, Péter Babarczi, and Lajos Rónyai. "Distributed Failure Localization." In Internet Optical Infrastructure. Springer New York, 2014. http://dx.doi.org/10.1007/978-1-4614-7738-9_4.

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Tapolcai, János, Pin-Han Ho, Péter Babarczi, and Lajos Rónyai. "Global Neighborhood Failure Localization." In Internet Optical Infrastructure. Springer New York, 2014. http://dx.doi.org/10.1007/978-1-4614-7738-9_6.

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Tapolcai, János, Pin-Han Ho, Péter Babarczi, and Lajos Rónyai. "Failure Localization Via a Central Controller." In Internet Optical Infrastructure. Springer New York, 2014. http://dx.doi.org/10.1007/978-1-4614-7738-9_3.

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Quigley, Kevin F. "The Market Failure Hypothesis." In Responding to Crises in the Modern Infrastructure. Palgrave Macmillan UK, 2008. http://dx.doi.org/10.1057/9780230241640_4.

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Wang, Yang, Zhidong Li, Ting Guo, Bin Liang, Hongda Tian, and Fang Chen. "Underground Vessel: Water Pipe Failure Prediction." In Data Analytics for Smart Infrastructure. CRC Press, 2024. https://doi.org/10.1201/9781003473893-5.

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Guruprasad, Y. K., and Nisarga Ravi. "Evaluation of Failure Criteria in RC Structural Elements Due to Additional Internal Stresses Developed in Structural Elements Due to Temperature Exposure." In Resilient Infrastructure. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6978-1_15.

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Sidibé, I. B., and K. H. Adjallah. "Enhanced Kernel Method for Modelling Failure Probability Density Functions." In Engineering Asset Management and Infrastructure Sustainability. Springer London, 2012. http://dx.doi.org/10.1007/978-0-85729-493-7_64.

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Rahman, A., and G. Chattopadhyay. "Estimation of Rail Failure Parameters for Developing Rail Maintenance Models." In Engineering Asset Management and Infrastructure Sustainability. Springer London, 2012. http://dx.doi.org/10.1007/978-0-85729-493-7_58.

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Singh, Emma A. "Compounding Impacts of Lifeline Infrastructure Failure During Natural Hazard Events." In The Demography of Disasters. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-49920-4_10.

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Abstract Critical infrastructures, such as transportation systems, communication networks, power and water utilities, have become so integrated into our modern and globalised world that they are commonly taken for granted. That is, until their services are disrupted. The failure of these lifeline services during natural hazard events has the potential to impact populations by exacerbating the hazard itself and/or hindering their ability to respond to or recover from the event. The failure of lifeline infrastructure can also propagate outside the reach of the hazard footprint, causing disruptio
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Conference papers on the topic "Infrastructure failure"

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Pichumani, Pradip Sairam, Ting Yan, and Eoghan Dillon. "Failure Analysis of Liquid Cooling Setup for Hyperscale Datacenter Infrastructure." In ISTFA 2024. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.istfa2024p0305.

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Abstract Air-assisted liquid cooling (AALC) has emerged as a preferred cooling solution for data centers housing traditional air-cooled server racks, owing to its straightforward integration with existing infrastructure. However, the rising power demands of AI hardware (30-100kW per rack) and its variable computational loads generate unprecedented heat levels that challenge system reliability and uptime. Through long-term reliability testing of AALC systems, we identify and analyze unique failure mechanisms associated with liquid cooling implementations. This paper presents our findings on sys
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Pagès, Albert, Fernando Agraz, and Salvatore Spadaro. "Optically interconnected Disaggregated Datacenters in Support of ML/AI Applications: A Failure Analysis." In Optical Fiber Communication Conference. Optica Publishing Group, 2025. https://doi.org/10.1364/ofc.2025.w2a.43.

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Disaggregated datacenters are promising solutions for executing ML applications. One crucial aspect is the application resilience against infrastructure failures. We analyze application affectation and disruption rates in front of various failure patterns.
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Larkin, Edward, Mehrooz Zamanzadeh, Aaron Ulmer, Nathan Pace, and Anil Kumar Chikkam. "Watermain Breaks - Materials Does Matter." In CONFERENCE 2023. AMPP, 2023. https://doi.org/10.5006/c2023-19290.

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Abstract Watermain failures result in the investments of millions of dollars for repairs and replacements. The rate of watermain failures is expected to increase as the existing cast iron infrastructure continues to age. It is estimated that the United States should spend over $1 trillion on underground water infrastructure work over the next 25 years, and $1.7 trillion over the next 40 years. This paper is a continuation of CORROSION 2021 paper no. 16837. We will highlight the failure mechanisms, failure analysis protocols, and corrosion mitigation strategies for watermains that experience br
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Ikhsan Sugiarto, H., Rita Irmawaty, and Januarty Jaya Ekaputri. "Flexural Behavior of Hybrid Geopolymer Fly Ash Beams with Addition of PVA (Polyvinyl Alcohol) Fiber." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-g5u7of.

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Using cement as the primary material for making concrete, around 7%-15%, requires a significant amount of energy and generates abundant waste, thus significantly impacting the environmental conditions. Innovative materials are needed as alternatives to cement. Fly ash, as an environmentally friendly material, can be a solution to minimize the use of cement. The selected fiber is Poly-Vinyl Alcohol (PVA) fiber due to its high tensile strength, which can effectively inhibit the rate of crack development occurring in the beams. The research process was divided into two stages: geopolymer mortar c
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Tan, Mike Yongjun. "Localized Corrosion Control and Management for Durable Renewable Energy Infrastructure." In CONFERENCE 2025. AMPP, 2025. https://doi.org/10.5006/c2025-00148.

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Abstract A huge network of renewable energy infrastructure such as offshore wind farms is currently being built for the emerging renewable energy age, often at remote locations and exposed to complex environments. The durability of these infrastructure assets is often dependent upon localized corrosion because local corrosion damages are likely the sites of local stress concentration and crack initiation. Currently these infrastructures are designed only for approximately 20-25 years of life, which is unsustainable not only from lifecycle assessment point of view, but also for generating signi
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Mahmood, Yasir, Nof Yasir, Nita Yodo, and Ying Huang. "Analyzing failure propagation dynamics in pipeline networks: a spatial and scenario-based approach." In Nondestructive Characterization and Monitoring of Advanced Materials, Aerospace, Civil Infrastructure, and Transportation XIX, edited by Peter J. Shull, Tzuyang Yu, Andrew L. Gyekenyesi, and H. Felix Wu. SPIE, 2025. https://doi.org/10.1117/12.3051571.

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Irsyad, Muh Afwan, Rita Irmawaty, and Fakhruddin Fakhruddin. "Shear Strengthening Behavior of Reinforced Concrete Beams with Varying Blot Spacing and Wire Mesh Presence in Geopolymer Mortar Panels." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-yys7nd.

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This study aims to analyzes the shear behavior, crack patterns, and failure modes of reinforced concrete beams strengthened with geopolymer mortar panels (GMP) which consisted PVA fibers and wire mesh with varying bolts spacing. Shear behavior is discussed based on load-deflection behavior, maximum load, steel load strain, and concrete load strain. The research stages were divided into two, namely compressive strength of geopolymer mortar and shear test of reinforced concrete beams. The geopolymer mortar compressive strength test used 50x50x50 mm cube samples, tested at 3, 7, and 28 days. The
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Khan, Akmal, Naik Muhammad Babar, Mir Ali Abbas, Ahmed Ullah, Zara Rafique, and Muhammad Moiz. "Bridge Failures Caused by Flood: A Case Study of Balochistan." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-sjte1a.

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The flood caused by the heavy rainfall during July and August 2022 in Balochistan led to massive and widespread damage to the infrastructure and lifelines. A total of 6953.83 km of roads and 435 bridges were damaged in Pakistan. To prevent such losses and create a climate-resilient transport infrastructure system by creating bridges strong enough to endure various natural challenges with minimal harm and swiftly recover their functionality, this study used the data from 35 flood-affected bridges in Balochistan as a case study to create patterns and relationships between flood disaster and brid
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Amir, Muhammad, and Majid Ali. "Utilization of Sustainable and Smart Materials in Slender Shear Walls- a Deep Insight." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-yd8o5k.

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Tall buildings require slender shear walls as fundamental structural elements since the structure’s performance and safety depend on the walls' capacity to bear lateral loads while retaining their ductility. Concrete that has short fibers, like those made of steel or glass is known as fiber concrete. By increasing the ductility of concrete, these fibers can increase its resistance to brittle shear failure. This work aimed to investigate the effects of fiber concrete on thin shear wall ductility. The ductility of fiber concrete shear walls is significantly higher than that of typical concrete s
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Djamaluddin, Rudy, Fakhruddin Fakhruddin, Imran Aiman, and Rossy Timur Wahyuningsih. "Effectivity of the Hybrid Fiber Reinforced Polymer in Strengthening of RC-Beams." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-lo0qkj.

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Fiber Reinforced Polymer (FRP) has been used as one of the repair or strengthening materials for deteriorated concrete structures. However, the elastic properties of FRP materials cause a limitations on the ductility of the reinforced concrete structure. This research focuses on the study of the behavior of reinforced concrete beams strengthened using a hybrid Carbon-Glass Fiber Reinforced Plastic (Hybrid FRP). Hybrid FRP is a combination of two layers of FRP that have different elastic modulus, namely Glass Fiber and Carbon Fiber. The objective of using hybrid composites is to obtain a combin
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Reports on the topic "Infrastructure failure"

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TANNER, DANELLE M., NORMAN F. SMITH, LLOYD W. IRWIN, et al. MEMS Reliability: Infrastructure, Test Structures, Experiments, and Failure Modes. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/750344.

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Matteo, Edward, Donald Conley, Stephen Verzi, et al. Advanced Detection of Wellbore Failure for Safe and Secure Utilization of Subsurface Infrastructure. Office of Scientific and Technical Information (OSTI), 2021. http://dx.doi.org/10.2172/1820250.

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Morsy, Arm M. Time-To-Failure Prediction of Fine-Grained Soil Slopes Subject to Weather-Driven Deterioration. Mineta Transportation Institute, 2024. http://dx.doi.org/10.31979/mti.2024.2326.

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Embankments have been widely used in the construction of transportation and flood defense infrastructure. Embankments constructed from clays experience a suite of weather-driven deterioration processes that lead to a progressive loss of hydromechanical performance, causing potentially severe and costly consequences. This study aimed to predict the time to failure of aging, deteriorating clay embankments supporting transportation infrastructure. A multi-phase numerical modeling approach was developed to replicate the long-term, weather-driven, hydromechanical behavior of clay embankments. This
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Guo, Xingzhou, Chi Tian, Jinwu Xiao, Yunfeng Chen, and Jiansong Zhang. Life Cycle Integration of Building Information Modeling in Infrastructure Projects. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317356.

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Building Information Modeling (BIM) can provide solutions to many challenges of asset management, such as missing data, incompatible software, and an unclear business process. However, current implementation of BIM in infrastructure projects has only considers limited factors, such as technology application and digital information delivery, while issues of system compatibility and information needs are still missing. Different aspects of a business are interdependent and an incompatible development of various factors might result in different levels of BIM implementation or even project failur
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Jung, Paul H., Jean-Claude Thill, and Luis Armando Galvis-Aponte. State Failure, Violence, and Trade: Dangerous Trade Routes in Colombia. Banco de la República, 2021. http://dx.doi.org/10.32468/dtseru.303.

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We investigate the effect of domestic armed violence brought about by political instability on the geography of distance frictions in freight mobility and the resulting differential access of regions to global markets. The Colombian transportation system has been found to be impeded by deficiencies in landside transport infrastructure and institutions, and by fragmented political environments. The micro-level analysis of U.S.-bounded export shipping records corroborates that export freight shipping from inland regions is re-routed to avoid exposures to domestic armed violence despite greatly e
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Battersby, Jane, Mercy Brown-Luthango, Issahaka Fuseini, et al. Living Off-Grid Food and Infrastructure Collaboration Working Paper 1: Concepts and Assumptions. Institute of Development Studies, 2023. http://dx.doi.org/10.19088/logic.2023.001.

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This working paper is the product of the Living Off-Grid Food and Infrastructure Collaboration. It is designed to bring together our thinking on how infrastructure can shape the food and nutritional security of urban marginalised populations. Infrastructure assemblages include the material (physical and technological), as well as the political and systemic factors that ‘govern’ how infrastructure is developed and used. Urban food systems are made up of public and private actors, and market and governance processes that shape the cost and availability of food in different urban contexts. At the
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Kemper, Bart. Developing the Role of the System Software Integrator to Mitigate Digital Infrastructure Vulnerabilities. SAE International, 2023. http://dx.doi.org/10.4271/epr2023028.

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&lt;div class="section abstract"&gt;&lt;div class="htmlview paragraph"&gt;Traditional physical infrastructure increasingly relies upon software. Yet, 75% of software projects fail in budget by 46% and schedule by 82%. While other systems generally have a “responsible-in-charge” (RIC) professional, the implementation of a similar system of accountability in software is not settled. This is a major concern, as the consequences of software failure can be a matter of life-or-death. Further, there has been a 742% average annual increase in software supply chain attacks on increasingly used open-sou
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Gerilla-Teknomo, Gloria P., and Jiawen Yang. Creating a Successful New City Development Within a City Cluster: Global Knowledge and Insights for Xiong’an in the People’s Republic of China. Asian Development Bank, 2022. http://dx.doi.org/10.22617/wps220111-2.

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The presence of anchor institutions and transport infrastructure, strong national and local government policies, and business models with private sector participation can jump-start and sustain new city development. This paper has studied 16 major new city developments in the world to determine the factors that contributed to their success or failure. These factors were analyzed to synthesize useful knowledge and draw insights that the Xiong’an New Area in the People’s Republic of China and other new city developments in the world can learn from to better achieve their growth objectives.
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De, Prabir. Empirical Estimates of Trade Costs for Asia. Inter-American Development Bank, 2006. http://dx.doi.org/10.18235/0006829.

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This presentation discusses the rising cost of transport, its impact on international trade, and the failure of many neoliberal economic models to take into account the cost of transport. It summarizes the findings of a working paper that attempts to determine how non-price and price determinants of international trade such as infrastructure and transport costs affect trade in Asia. It was presented at the Latin America/Caribbean and Asia/Pacific Economics and Business Association (LAEBA)'s 3rd Annual Meeting held in Seoul, South Korea on November 16th, 2006.
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Mai, Zhefen, Chunli Lu, Zixun Zhuang, and Hongxia Ma. Effectiveness and safety of Er-xian Decoction (traditional Chinese medicine) for women with Primary ovarian insufficiency. INPLASY - International Platform of Registered Systematic Review and Meta-analysis Protocols, 2021. http://dx.doi.org/10.37766/inplasy2021.11.0107.

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Review question / Objective: To assess the effectiveness and safety of Er-xian Decoction in the treatment of primary ovarian insufficiency. Information sources: We will search the following electronic databases, including 3 English databases (PubMed, EMBASE, Cochrane Library) and 4 Chinese databases (China national knowledge infrastructure database, Wanfang database, Sinomed Database, and VIP database). The filters were English and Chinese language. The following key words in Title/Abstract or MeSH search headings are used: “Er-xian” and “Hormone replacement therapy” or “Femoston” or “Climen”
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