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Relevant bibliographies by topics / Containment

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Academic literature on the topic 'Containment'

Author: Grafiati

Published: 4 June 2021

Last updated: 31 July 2024

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Journal articles on the topic "Containment"

1

Sochinsky, S. "Ways to reduce metal consumption and welding scope for marine reactor containment." Transactions of the Krylov State Research Centre S-I, no. 2 (December 28, 2020): 72–76. http://dx.doi.org/10.24937/2542-2324-2020-2-s-i-72-76.

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This paper discusses containment designs of nuclear icebreakers and floating power plants. The purpose of this work is to reduce metal consumption and scope of welding through development of a containment design with stressed state almost free of moments. This study justifies the possibility of lower metal consumption and welding scope through shifting from containment designs based on stiffened plates to the containments made up by cylindrical panels: optimal curvature of their surfaces will be obtained as per the theory of thin shells and will depend on the ratio between containment geometry parameters. This shift from flat-plated containments to thinner and stiffener-free cylindrical ones paves way to lower metal consumption and significantly smaller amount of welding, or to application of cheaper steel grades if current thicknesses of rolled steels are preserved.

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Grifo, Eloísa, and Craig Huneke. "Symbolic Powers of Ideals Defining F-pure and Strongly F-regular Rings." International Mathematics Research Notices 2019, no. 10 (September 11, 2017): 2999–3014. http://dx.doi.org/10.1093/imrn/rnx213.

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Abstract Given a radical ideal $I$ in a regular ring $R$, the Containment Problem of symbolic and ordinary powers of $I$ consists of determining when the containment $I^{(a)} \subseteq I^b$ holds. By work of Ein–Lazersfeld–Smith, Hochster–Huneke and Ma–Schwede, there is a uniform answer to this question, but the resulting containments are not necessarily best possible. We show that a conjecture of Harbourne holds when $R/I$ is F-pure, and prove tighter containments in the case when $R/I$ is strongly F-regular.

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Pimshin, Yuri, Yuri Zayarov, Yuri Zabaznov, and Galina Naumenko. "Evaluating containment operational reliability of nuclear power plant units with the VVER-1000 reactor in operation." MATEC Web of Conferences 196 (2018): 02038. http://dx.doi.org/10.1051/matecconf/201819602038.

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The theory of the containment technical condition estimation of NPP units is considered in the paper. The theory is that the results of a regular built-in system intended for determining and evaluation of the containment stress-strain state during the acceptance and operation period must be duplicated by the mobile geodetic system results, obtained at the same stages of the containment existence. At the same time, the proposal for applying this theory to the containments constructed in 1980-2010 has been developed. The possible initial working environment is considered and the proposals for this technique implementation are introduced in the conditions under consideration. The proposals presented provide an objective control of the containment for an unlimited period of their operation.

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Buchroithner, Armin, Peter Haidl, Christof Birgel, Thomas Zarl, and Hannes Wegleiter. "Design and Experimental Evaluation of a Low-Cost Test Rig for Flywheel Energy Storage Burst Containment Investigation." Applied Sciences 8, no. 12 (December 14, 2018): 2622. http://dx.doi.org/10.3390/app8122622.

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Data related to the performance of burst containments for high-speed rotating machines, such as flywheel energy storage systems (FESS), turbines or electric motors is scarce. However, development of optimized burst containment structures requires statistically significant data, which calls out for low-cost test methods as a strategic development tool. Consequently, a low-cost test rig (so called spin pit) for the investigation of burst containments was designed, with the goal to systematically investigate the performance of different containment structures and materials, in conjunction with the failure mechanisms of different rotors. The gathered data (e.g., burst speed, acceleration, temperature, ambient pressure, etc.) in combination with a post-mortem analysis was used to draw an energy balance and enabled the assessment of the effectiveness of various burst containments.

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Rustomjee, Sabar. "Containment and Failures of Containment." Group Analysis 40, no. 4 (December 2007): 523–37. http://dx.doi.org/10.1177/0533316407083334.

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Pimshin, Yuriy I., Yuri S. Zabaznov, and Galina A. Naumenko. "Operational Reliability Evaluation of the Containments of NPP Units during the Commissioning and Operation Phase." Materials Science Forum 931 (September 2018): 275–79. http://dx.doi.org/10.4028/www.scientific.net/msf.931.275.

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The paper reviews the theory of technical evaluation of the containment and the experience of using the mobile geodetic diagnostic system at the nuclear power plant unit No. 4 of Rostov NPS. The paper considers the results of a regular built-in system designed to determine and evaluate the strain-stress state of containments during the acceptance in service, commissioning stage and operating period. A comparison with the results of the geodetic system obtained at the same stages of containment existence.

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Charpin, Laurent, Jessica Haelewyn, Anass Cherki El Idrissi, Julien Niepceron, Benoît Masson, Charles Toulemonde, Guillaume Boulant, et al. "Predicting leakage of the VERCORS mock-up and concrete containment buildings - a digital twin approach." Acta Polytechnica CTU Proceedings 33 (March 3, 2022): 78–84. http://dx.doi.org/10.14311/app.2022.33.0078.

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EDF operates a nuclear power generation fleet made up of 56 reactors. This fleet contains 24 reactors designed as double-walled concrete containment building. The inner concrete containment vessel has no metallic liner and is a prestressed reinforced concrete building. The inner concrete containment vessel is designed to withstand a severe accident, in terms of mechanical and sealing behaviour. The tightness of the containment is tested every 10 years, by carrying out a pressurization test and by measuring the leak rate. The leak rate is required to be below a regulatory threshold to continue operation of the concrete containment building for the next ten years. Ageing of concrete due to drying, creep and shrinkage leads to increase prestress loss and then leak rate with time. For some containment buildings, the leak rate gets closer to the regulatory threshold with time, so important coating programs are planned to mitigate and limit the leak rate under the regulatory threshold. Therefore, it is very important for EDF to have a concrete containment building leak rate prediction tool. To address this issue, an important research program around a 1/3 scale concrete containment building mock-up called "VERCORS" have been launched at EDF. The mock-up is heavily instrumented, and its materials (concrete, prestressing cables) have been widely characterized and studied. An important numerical effort has also been made to implement structural computations of the mock-up and to capitalize these computations as well as their post-processing (so as to compare automatically with the monitoring data) in what can be called a digital twin of the mock-up. This digital twin is now used to predict the leakage of VERCORS mock-up before yearly pressure test, and also to optimize the repair programs on the real containments.

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Wang, Xiaoxin, Qin Zhou, Li Shi, Haitao Wang, and Xiaotian Li. "An Integral Numerical Analysis of Impact of a Commercial Aircraft on Nuclear Containment." Science and Technology of Nuclear Installations 2019 (October 13, 2019): 1–15. http://dx.doi.org/10.1155/2019/9417954.

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After the September 11 attack, the resistant capability of containments against aircraft impacts is required to be assessed for newly constructed nuclear power plants (NPPs). In this paper, the crash of a commercial airplane Boeing 767-200ER on the reinforced concrete containment building of an NPP is analyzed using the missile-target interaction method. Two plane models with the same total weight but different fuel distribution are analyzed. The force-time history obtained by FEA (finite element analysis) is compared with the one calculated by the Riera function. In the integral analysis, the mesh sensitivity of the reinforced concrete containment model is studied, and recommendations are provided on the modelling of containment. The impact phenomenon and damage on the containment are investigated through the validated model. The fuel distribution in the aircraft is found to have strong influence on the damage of the containment, which indicates that the load distribution in the transverse direction is critical in the analysis of aircraft impact. The classic load-time function analysis is unable to incorporate this factor and may not be adequate to provide satisfactory results. For this reason, the application of an integral analysis is advantageous in the safety assessment of aircraft impact.

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Taciuch, Dean. "Containment." Iowa Review 20, no. 3 (October 1990): 123. http://dx.doi.org/10.17077/0021-065x.3944.

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Grimmer, Tamsin. "Containment." Early Years Educator 23, no. 17 (December 2, 2022): 26–27. http://dx.doi.org/10.12968/eyed.2022.23.17.26.

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Within our everyday lives we regularly contain things, from handbags and shopping bags to laundry baskets and trinket boxes. As imitation is one of the primary ways that young children learn, we should not be surprised to see containment play in our settings and schools. This article is the second in a series on schematic play, illustrating examples through case studies.

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Dissertations / Theses on the topic "Containment"

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Roth, Lucia Barbara. "Optimal containment." kostenfrei, 2009. https://mediatum2.ub.tum.de/node?id=958434.

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Bradley, Michael Ian. "Quantitative bioprocess containment validation." Thesis, University College London (University of London), 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.395529.

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Carter, Carol Lee. "Hospital cost containment in Massachusetts." Thesis, Massachusetts Institute of Technology, 1986. http://hdl.handle.net/1721.1/72249.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Urban Studies and Planning, 1986.
MICROFICHE COPY AVAILABLE IN ARCHIVES AND ROTCH.
Includes bibliographical references.
by Carol Lee Carter.
Ph.D.

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Renner, Casey A. (Casey Adam). "Or else : cataclysm and containment." Thesis, Massachusetts Institute of Technology, 2008. http://hdl.handle.net/1721.1/42451.

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Thesis (M. Arch.)--Massachusetts Institute of Technology, Dept. of Architecture, 2008.
Page 110 blank.
Includes bibliographical references (p. 108-109).
An analysis of the figure-ground relationships of central Minneapolis, Calgary, or Montreal must inevitably include the emergence of and pervasiveness of interior pedestrian walkways - no longer can the street/building relationship be viewed as binary or even sharing the same ground plane. The third condition, neither distinctly figure nor ground and either elevated or buried, in some ways functions as an autonomous unit detached from the city grid yet is intricately attached from building to building as climate protection. The accumulated effect of seamless sequences of corridors renders autonomous and free-standing structures obsolete. Introversion becomes de-contextual (or creates its own interior context), yet it is nevertheless a direct product of its environment as a form of retreat or protection - it is simultaneously a product of, and a removal from a harsh context. As a progressive form of urbanism, potentially allowing for increased circulation, density, and climate protection, Interior Urbanism must be considered under its own merits as a public realm and infrastructural opportunity. While traditional ideas of urban morphology inform this new situation, it is also an aberration of historical methods of city-building. This thesis is a stress-test of hermetically sealed architecture and urbanism and its inherent opportunities and limitations. If our ideas of enclosure and definition of figures pervade notions of our cities, an interior and bound condition falls victim to excessive constraints and must find a way to expand beyond its rigid confines and multiply an otherwise bounded space. This project speculates on the potential of urbanism through accumulations of multiple, localized gestures, and on opportunities to increase the seemingly limited dimension of the interior.
by Casey A. Renner.
M.Arch.

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Potter, Lara Jennifer. "Containment migration through consolidating soils." Thesis, University of Cambridge, 1996. https://www.repository.cam.ac.uk/handle/1810/272690.

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Aldridge, R. J. "Computerised plant layout for hazards containment." Thesis, University of Nottingham, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.371268.

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Ferris, L. E. "Microbial population balancing for containment specification." Thesis, University College London (University of London), 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.307653.

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Liendo, Martha Louise. "Preferential Arrangement Containment in Strict Superpatterns." Digital Commons @ East Tennessee State University, 2012. https://dc.etsu.edu/etd/1428.

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Most results on pattern containment deal more directly with pattern avoidance, or the enumeration and characterization of strings which avoid a given set of patterns. Little research has been conducted regarding the word size required for a word to contain all patterns of a given set of patterns. The set of patterns for which containment is sought in this thesis is the set of preferential arrangements of a given length. The term preferential arrangement denotes strings of characters in which repeated characters are allowed, but not necessary. Cardinalities for sets of all preferential arrangements of given lengths and alphabet sizes are found, as well as cardinalities for sets where reversals fall into the same equivalence class and for sets in higher dimensions. The minimum word length and the word length necessary for a strict superpattern to contain all preferential arrangements for alphabet sizes two and three are also detailed.

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Akbarnejad, Nesheli Babak. "Rock mechanics aspects of blowout self-containment." [College Station, Tex. : Texas A&M University, 2006. http://hdl.handle.net/1969.1/ETD-TAMU-1835.

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Ortez, Garay Cristian A. "Risk Evaluation of a Mercury Containment System." FIU Digital Commons, 2011. http://digitalcommons.fiu.edu/etd/535.

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A probabilistic risk assessment model using GOLDSIM software was developed to evaluate the uncertainty of selected hydrological and soil parameters on mercury releases from a mercury containment system, which will be constructed within the Environmental Management Waste Management Facility in the Bear Creek Valley at the Oak Ridge Reservation in Tennessee. The main objective was to determine the concentrations and risk of exceeding the drinking water standard of mercury in a selected receptor well. A series of simulations were then conducted for various design periods, with emphasis on 10,000 years to determine those concentrations and risks. Experimental data for selected parameters such as dry bulk density, partition coefficient, and porosity and infiltration rate were represented by Probability Density Functions in support of Monte Carlo analyses. A sensitivity analysis showed that concentrations and risk are, for instance, most sensitive to porosity in the unsaturated zone. The simulations suggest that all herein estimates of concentrations and risks of mercury in drinking water should be well below established limits.

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Books on the topic "Containment"

1

Bässler, Hans-Jürgen, and Frank Lehmann. Containment Technology. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39292-4.

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E, Perez S., Lehner J. R, U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Systems Research., and Brookhaven National Laboratory, eds. Effectiveness of containment sprays in containment management. Washington, DC: Division of Systems Research, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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Oliver, Melvin J., and Yi Li, eds. Plant Gene Containment. Oxford, UK: Blackwell Publishing Ltd., 2012. http://dx.doi.org/10.1002/9781118352670.

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1942-, Davis Karen, ed. Health care cost containment. Baltimore: Johns Hopkins University Press, 1990.

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United States. National Oceanic and Atmospheric Administration, ed. Containment area aquaculture handbook. [Washington, D.C.?: National Oceanic and Atmospheric Administration, 1995.

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Culyer, A. J. Cost-containment in Europe. York: University of York, Centre for HealthEconomics, 1989.

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J, Varma C. V., and Committee for International Geosynthetics Society (India), eds. Waste containment with geosynthetics. [New Delhi]: Committee for International Geosynthetics Society (India), 1997.

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U.S. Army Combat Systems Test Activity, ed. Depleted uranium containment facilities. Aberdeen Proving Ground, Md: U.S. Army Combat Systems Test Activity, 1993.

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9

Lix, Caryn. Containment. Simon Pulse, 2019.

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Symon, Vanda. Containment. Orenda Books, 2020.

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Book chapters on the topic "Containment"

1

Thompson, Eric C. "Containment." In Cybersecurity Incident Response, 99–116. Berkeley, CA: Apress, 2018. http://dx.doi.org/10.1007/978-1-4842-3870-7_8.

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Gabrys, Beata, John L. Capinera, Jesusa C. Legaspi, Benjamin C. Legaspi, Lewis S. Long, John L. Capinera, Jamie Ellis, et al. "Containment." In Encyclopedia of Entomology, 1045. Dordrecht: Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-1-4020-6359-6_10005.

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Avery, Jocelyn D. "Containment." In An Ethnography of Severe Intellectual Disability, 71–91. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-32209-0_4.

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Haywood, Chris, and Máirtín Mac an Ghaill. "Containment." In Critical Concepts in Queer Studies and Education, 57–66. New York: Palgrave Macmillan US, 2016. http://dx.doi.org/10.1057/978-1-137-55425-3_7.

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Woolf, Alison. "Containment." In Better Mental Health in Schools, 61–78. London: Routledge, 2022. http://dx.doi.org/10.4324/9781003277903-5.

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Adhya, Anirban, and Philip D. Plowright. "Containment." In Urban Design Made by Humans, 34–37. New York: Routledge, 2022. http://dx.doi.org/10.4324/9781003254935-12.

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Plowright, Philip D. "Containment." In Making Architecture Through Being Human, 72–75. Abingdon, Oxon ; New York, NY : Routledge, 2020.: Routledge, 2019. http://dx.doi.org/10.4324/9780429261718-22.

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Echeverría, Julia. "Containment." In Epidemic Cinema, 196–222. London: Routledge, 2023. http://dx.doi.org/10.4324/9781003415336-8.

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Bässler, Hans-Jürgen, and Frank Lehmann. "Introduction/Definition." In Containment Technology, 1–7. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39292-4_1.

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Bässler, Hans-Jürgen, and Frank Lehmann. "System Validation." In Containment Technology, 139–59. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39292-4_10.

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Conference papers on the topic "Containment"

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Abukhodair, Bassam M., Joe Litman, and Jay Bergman. "Concrete Containment Wall vs. Earthen Containment Dikes." In 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64042.

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The most common form of secondary containment for petroleum tanks is an earthen dike structure. Precast, pre-stressed concrete wall structures, however, can offer effective secondary containment, especially for sites that encroach on existing infrastructure, property limits, or environmentally sensitive areas. A secondary containment system constructed with concrete walls occupies a much smaller footprint than an earthen dike structure. This reduction in footprint can be critical, particularly in today’s expanding market which is placing increasing pressure on available site properties including, in many cases, the need to acquire permits for the development of environmentally sensitive areas. The new Tank #79 and Tank #80 projects at the Enbridge Griffith Terminal utilized an 880 lineal foot precast, pre-stressed concrete containment wall system. The existing site soils were sandy and unsuitable for containment berm construction. Therefore, earthen dike structure construction would have required imported clay material. However, the primary motivation for using the structural wall system at the Griffith Terminal was to reduce wetland impacts on the adjacent protected Hoosier Prairie Wetland. The concrete containment wall system saved approximately one half acre of wetland which significantly reduced wetland mitigation costs and also fulfilled the wetland permitting requirement to reduce (minimize) wetland disturbance. Finding a vendor with past experience in the fabrication of precast, pre-stressed concrete panels suitable for secondary containment was a challenge due to their limited prior use in similar containment wall systems. For the design, detailing and fabrication of this system Enbridge worked closely with precast concrete fabricators to define a typical pre-cast panel which was economical, could be easily installed, was structurally suitable for containment design forces and which would prove durable in a cold-weather environment. Additional considerations included proper sealing of adjacent wall panel joints, selecting and detailing a suitable impermeable liner to bridge the wall to the tank lot clay layer, and design and installation of supporting concrete caissons and steel piles for wall panel vertical and lateral support. The Tank #79 and #80 projects at the Griffith Terminal have benefited from the decision to depart from the traditional earthen berm and construct a structural containment wall system. These benefits included reduced wetland and overall project footprint impacts, accelerated project environmental permitting and an accelerated project construction schedule.

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Cobleigh, Jamieson M., Leon J. Osterweil, Alexander Wise, and Barbara Staudt Lerner. "Containment units." In the tenth ACM SIGSOFT symposium. New York, New York, USA: ACM Press, 2002. http://dx.doi.org/10.1145/587051.587076.

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Hanmer, Robert S. "Error containment." In the 2006 conference. New York, New York, USA: ACM Press, 2006. http://dx.doi.org/10.1145/1415472.1415493.

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Henglein, Fritz, and Lasse Nielsen. "Regular expression containment." In the 38th annual ACM SIGPLAN-SIGACT symposium. New York, New York, USA: ACM Press, 2011. http://dx.doi.org/10.1145/1926385.1926429.

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Pervila, Mikko, and Jussi Kangasharju. "Underfloor air containment." In 2013 IEEE Online Conference on Green Communications (OnlineGreencomm). IEEE, 2013. http://dx.doi.org/10.1109/onlinegreencom.2013.6731035.

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Johnson, G. J. "Midale Containment Cell." In Technical Meeting / Petroleum Conference of The South Saskatchewan Section. Petroleum Society of Canada, 1999. http://dx.doi.org/10.2118/99-113.

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Dwivedi, S. "Feedback-basedWorm Containment." In 20th International Conference on Advanced Information Networking and Applications - Volume 1 (AINA'06). IEEE, 2006. http://dx.doi.org/10.1109/aina.2006.178.

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Pervilä, Mikko, and Jussi Kangasharju. "Cold air containment." In the 2nd ACM SIGCOMM workshop. New York, New York, USA: ACM Press, 2011. http://dx.doi.org/10.1145/2018536.2018539.

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Nishizawa, Tomohiro, Takao Nishikawa, Katsuki Takiguchi, Hiroyuki Sugita, Yasuo Hijioka, and Hirokazu Tsuji. "Development of Rules on Concrete Containment Vessels for NPP." In 2016 24th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/icone24-60958.

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“Rules on Concrete Containment Vessels for Nuclear Power Plants” was first published in 2003. It was revised in 2011 and the latest Edition was published in 2015. Endorsement of this Code is expected in the very near future. There are two types of reactor containments: steel containment vessels (hereinafter referred to as “SCV”) and concrete containment vessels (hereinafter referred to as “CCV”). The former is addressed by Rules on Design and Construction for Nuclear Power Plants, and the latter by Rules on Concrete Containment Vessels for Nuclear Power Plants, including Reinforced Concrete Containment Vessel (hereinafter referred to as “RCCV”), Pre-stressed Concrete Containment Vessel (hereinafter referred to as “PCCV”), and hybrid containment vessels which are required further safety and reliability.

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Cherry, Jeffery L. "Analyses of Containment Structures With Corrosion Damage." In ASME 1996 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/imece1996-0554.

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Abstract Corrosion damage to a nuclear power plant containment structure can degrade the pressure capacity of the vessel. For the low-carbon, low-strength steels used in containments, the effect of corrosion on material properties is discussed. Strain-to-failure tests, in uniaxial tension, have been performed on corroded material samples. Results from the tests were used to select strain-based failure criteria for corroded steel. Using the ABAQUS finite element analysis code, the capacity of a typical PWR Ice Condenser containment with corrosion damage has been studied. Multiple analyses were performed with the locations of the corrosion on the containment, and the amount of corrosion varied in each analysis.

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Reports on the topic "Containment"

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Klamerus, E. W., M. P. Bohn, D. A. Wesley, and C. N. Krishnaswamy. Containment performance of prototypical reactor containments subjected to severe accident conditions. Office of Scientific and Technical Information (OSTI), December 1996. http://dx.doi.org/10.2172/431187.

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Burkhard, N. R. OBOE containment prospectus. Office of Scientific and Technical Information (OSTI), November 1999. http://dx.doi.org/10.2172/14794.

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Pilch, M. M., H. Yan, and T. G. Theofanous. The probability of containment failure by direct containment heating in Zion. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/10106618.

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Galyean, W. J., J. A. Schroeder, and D. J. Pafford. Simplified containment event tree analysis for the Sequoyah Ice Condenser containment. Office of Scientific and Technical Information (OSTI), December 1990. http://dx.doi.org/10.2172/6286161.

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Pilch, M. M., M. D. Allen, K. D. Bergeron, E. L. Tadios, D. W. Stamps, B. W. Spencer, K. S. Quick, and D. L. Knudson. The probability of containment failure by direct containment heating in surry. Office of Scientific and Technical Information (OSTI), May 1995. http://dx.doi.org/10.2172/67788.

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Stubbs, T., and R. Heinle. ROQUEFORT: Containment data report. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/32349.

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Hudson, B., T. Stubbs, and R. Heinle. JARLSBERG: Containment data report. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/32367.

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Stubbs, T., B. Hudson, and R. Heinle. JEFFERSON: Containment data report. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/32378.

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Hudson, B., T. Stubbs, and R. Heinle. NORMANNA containment data report. Office of Scientific and Technical Information (OSTI), March 1995. http://dx.doi.org/10.2172/71541.

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Hudson, B., T. Stubbs, and R. Heinle. BRIE containment data report. Office of Scientific and Technical Information (OSTI), March 1995. http://dx.doi.org/10.2172/71542.

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