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Relevant bibliographies by topics / Brick masonry

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Academic literature on the topic 'Brick masonry'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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Journal articles on the topic "Brick masonry"

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Phaiju, Saroj, and Prachand Man Pradhan. "Experimental work for mechanical properties of brick and masonry panel." Journal of Science and Engineering 5 (August 31, 2018): 51–57. http://dx.doi.org/10.3126/jsce.v5i0.22372.

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The use of Masonry panels in building construction has been popular in most of the parts of the world. However, the use of bricks and brick masonry in different parts of the world being of different nature in terms of quality, size, workmanship of construction, etc. It is yet a topic of interest to researchers to identify the mechanical properties, like Young’s modulus of elasticity and shear modulus of brick masonry panels. It is essential to know the characteristic of brick masonry panels in order to evaluate the responses of masonry walls for any kind of loading. Individual bricks do posses

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Bozhko, Y. A., and K. A. Lapunova. "About the Development of Brick-Design in Russia." Stroitel'nye Materialy 787, no. 12 (2020): 21–24. http://dx.doi.org/10.31659/0585-430x-2020-787-12-21-24.

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The article reflects the authors view on the technical and aesthetic side of the use of face bricks in the architecture of our country. The term brick design combines such indicators of brickwork as the color, size and surface of the brick itself, as well as the type of masonry and seam parameters. Unfortunately, the analysis of the current situation shows that the culture of consumption of face bricks in Russia remains at a low level, which is due to the lack of proper knowledge and insufficient number of qualified master masons. The main goal of brick design development is to popularize vari

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Ridwan, Muhammad, Ruddy Kurniawan, and Agus. "An evaluation of mechanical properties of clay brick for masonry wall in Indonesia." MATEC Web of Conferences 215 (2018): 01034. http://dx.doi.org/10.1051/matecconf/201821501034.

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In principle, the main construction of the non-engineered building in Indonesia is the wooden structure. It can be seen from traditional houses in Indonesia. However, In the last two centuries, the use of brick masonry as wall component has been becoming the primary material. Another side, some places in Indonesia are the seismic areas and earthquake-prone areas. Learning from the earthquake that has happened in the last ten years, the building that used clay brick for masonry wall mostly suffered damage and destruction when subjected to a relatively high intensity of the earthquake. This pape

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Ahmad, Aftab, and Luai Al-Hadhrami. "Thermal performance and economic assessment of masonry bricks." Thermal Science 13, no. 4 (2009): 221–32. http://dx.doi.org/10.2298/tsci0904221a.

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The objective of this study was to assess the thermal performance and economic assessment of different types of clay and concrete masonry brick wall samples used in building construction. In this study, eighteen types of clay bricks and two types of concrete bricks were analyzed for thermal performance. The bricks were classified and grouped based on the brick configuration, material, and size. The analysis of the results shows that the equivalent thermal conductivity does not depend only on the brick material and configuration but also on the brick thickness. The bricks having same configurat

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Chen, Zhouyi, Wenyuan Chen, Chenglin Mai, Jianguang Shi, Yiren Xie, and Hongmei Hu. "Experimental Study on the Compressive Behaviors of Brick Masonry Strengthened with Modified Oyster Shell Ash Mortar." Buildings 11, no. 7 (2021): 266. http://dx.doi.org/10.3390/buildings11070266.

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Masonry bricks were widely used in construction of the walls in most of Chinese historical buildings. The low strength of lime–clay mortar used in existing historical brick masonry walls has usually led to poor performance such as cracking and collapse during earthquakes. As the composition of modified oyster shell ash mortar (MOSA mortar) with higher strength is similar to that of lime–clay mortar, it can be used to partially replace original lime–clay mortar for historical brick masonry buildings in order to improve their seismic performance. Previous research has proven that this strengthen

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Hameed, Salman. "Retrofitting of Confined Brick Masonry with FRP." International Journal for Research in Applied Science and Engineering Technology 9, no. 12 (2021): 898–905. http://dx.doi.org/10.22214/ijraset.2021.39307.

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Abstract: Brick masonry structures are commonly used in world because of its simplicity and economy. However, it is susceptible to failure in earthquakes because of the bricks weak interlocking bonds and brick masonry structures designed mainly against gravity load demand. Therefore, in recent years research work has been conducted to confine the unreinforced brick masonry with reinforced concrete tie beams and column, to improve its seismic performance. This enhances both the lateral resistance and stability of the entire structure, to perform as one mass unit against the lateral forces. Howe

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Nazimi, Karishma, Juan Jose Castro, Shogo Omi, and Bimkubwa Seif Ali. "Proposal of Empirical Equations for Masonry Compressive Strength: Considering the Compressive Strength Difference between Bricks and Mortar." Buildings 14, no. 4 (2024): 1138. http://dx.doi.org/10.3390/buildings14041138.

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Solid brick masonry poses challenges in predicting compressive strength due to its non-homogeneous and anisotropic nature, compounded by variations in the properties of the constituent bricks and mortar. This research addresses this issue through secondary analysis and examining the interplay between brick-and-mortar compressive strengths. Contrary to existing empirical equations for predicting masonry compressive strength, regression analysis was conducted on test specimens categorized into two groups based on the relative strength of the constitutive materials: Group 1, masonry specimens wit

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Sambaraju, Nuthanaganti, and Venu Malagavelli. "Behaviour of Confined and Unconfined Clay with or without Openings of Brick Masonry Columns." IOP Conference Series: Earth and Environmental Science 1086, no. 1 (2022): 012008. http://dx.doi.org/10.1088/1755-1315/1086/1/012008.

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Abstract Masonry components are frequently limited to increase structural capacity. Concrete confinement models are commonly used to develop generalised approaches for assessing the behaviour of confined masonry columns. Concrete and masonry, on the other hand, differ significantly in terms of physical and mechanical qualities. Recent scientific studies on the experimental behaviour of constrained masonry columns have supplied useful knowledge. When two confined and unconfined masonry columns were exposed to vertical loads, an experimental study was conducted to compare their seismic behaviour

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Zheng, Shansuo, Lihua Niu, Pei Pei, and Jinqi Dong. "Mechanical Behavior of Brick Masonry in an Acidic Atmospheric Environment." Materials 12, no. 17 (2019): 2694. http://dx.doi.org/10.3390/ma12172694.

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In order to evaluate the deterioration regularity for the mechanical properties of brick masonry due to acid rain corrosion, a series of mechanical property tests for mortars, bricks, shear prisms, and compressive prisms after acid rain corrosion were conducted. The apparent morphology and the compressive strength of the masonry materials (cement mortar, cement-lime mortar, cement-fly ash mortar, and brick), the shear behavior of the masonry, and the compression behavior of the masonry were analyzed. The resistance of acid rain corrosion for the cement-lime mortar prisms was the worst, and the

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Balksten, Kristin, and Paulien Strandberg-de Bruijn. "Understanding Deterioration due to Salt and Ice Crystallization in Scandinavian Massive Brick Masonry." Heritage 4, no. 1 (2021): 349–70. http://dx.doi.org/10.3390/heritage4010022.

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Extensive durability problems such as weathering and degradation are found in historic Scandinavian brick masonry buildings, especially from the neo-Gothic period. These are largely due to the crystallization of salts and frost action in the bricks and mortars. This article aims to show and illustrate which salts and crystals are found in historic brick masonry buildings and to describe their appearance and behavior. An additional aim is to explore possibilities of preventing salt-related damage on internal masonry wall surfaces, such as using hemp-lime sacrificial plaster beneath the plaster.

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Dissertations / Theses on the topic "Brick masonry"

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Ghazali, M. Z. B. M. "Shear strength of brick masonry joints." Thesis, University of Sussex, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.377057.

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Cincala, George Michael. "Coursework: Constructing a Building from a Brick." Thesis, Virginia Tech, 2011. http://hdl.handle.net/10919/34995.

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This thesis explores the design of a T-shaped brick and its influence throughout the course of the project. The T-brick established a significant direction towards weaving masonry and my firsthand recognition of the utmost importance of poetic construction for an architect. This thesis helps to affirm that construction is vital for architecture to be autonomous. Programmatic requirements, technology, social change, new inventions, etc., distract from the potential of architecture. We must first concern ourselves with how a building is to be made and trust that those things outside of archi

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Lumantarna, Ronald. "Material Characterisation of New Zealand's Clay Brick Unreinforced Masonry Buildings." Thesis, University of Auckland, 2012. http://hdl.handle.net/2292/18879.

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This thesis reports the investigation on the material properties of New Zealand's heritage clay brick unreinforced masonry (URM) buildings. The primary focus of this doctoral investigation was to establish a methodology to determine the material properties of existing New Zealand URM buildings. Although researchers from Europe, USA, India and Australia have previously studied the material properties of clay brick unreinforced masonry, knowledge on New Zealand URM material properties was poor at the time the study commenced. Therefore, a research programme that primarily focused on the t

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Erdogdu, Murat. "In Plane Seismic Strengthening Of Brick Masonry Walls Using Rebars." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12610114/index.pdf.

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About half of the total building stock in Turkey is masonry type building. Masonry buildings in Turkey, especially in rural areas, are constructed without any engineering knowledge mostly by their own residents. They generally have heavy roofs. Masonry type buildings also have thick and heavy wall materials. Heavy roof and wall material generate large inertial forces in the case of an earthquake. Brittle failure of walls leads to total failure of whole system followed by sudden collapse of heavy roof. The aim of this thesis is to understand failure mechanisms of brick masonry walls, prevent th

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Dukuze, Augustin. "Behaviour of reinforced concrete frames infilled with brick masonry panels." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0031/NQ65457.pdf.

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Apera, Cristina. "Experimental tests on brick masonry panels strengthened with textile reinforced mortar." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

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Nei paesi dell’area mediterranea, come Italia e Spagna, numerosi edifici, sono realizzati in muratura, e questo li rende vulnerabili alle azioni sismiche. I terremoti avvenuti in passato, hanno permesso, attraverso lo studio dei danneggiamenti prodotti, di comprendere le vulnerabilità di questi edifici e anche di valutare l’effettivo miglioramento o peggioramento delle diverse tecniche adoperate nel corso degli anni. Nel corso degli ultimi anni ,diverse tecniche innovative sono state sviluppate, tra cui l’uso di TRM (Textile Reinforced Mortar), risulta essere una delle migliori scelte data l

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Aldemir, Alper. "A Simple Seismic Performance Assessment Technique For Unreinforced Brick Masonry Structures." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612418/index.pdf.

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There are many advantages of masonry construction like widespread geographic availability in many forms, colors and textures, comparative cheapness, fire resistance, thermal and sound insulation, durability, etc. For such reasons, it is still a commonly used type of residential construction in rural and even in urban regions. Unfortunately, its behavior especially under the effect of earthquake ground motions has not been identified clearly because of its complex material nature. Hence, the masonry buildings with structural deficiencies belong to the most vulnerable class of structures which h

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Koltsida, I. "Experimental and analytical investigations of brick masonry under compressive fatigue loading." Thesis, University of the West of England, Bristol, 2017. http://eprints.uwe.ac.uk/31438/.

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About 40% of bridges in European transport network are masonry arch bridges (most built over 100 years ago) and are being subjected to increasing loading regimes. Assessment of the long-term fatigue capacity of masonry bridges is necessary to ensure that increased traffic loading does not result in premature deterioration and/or reduce their life expectancy. The study investigates the influence of compressive fatigue loading on the behaviour and mechanical properties of soft brick masonry, relevant to the structural loadbearing elements, for example the arch ring in canal masonry bridges. Maso

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Rosenboom, Owen Arthur. "Post-Tensioned Clay Brick Masonry Walls for Modular Housing in Seismic Regions." NCSU, 2002. http://www.lib.ncsu.edu/theses/available/etd-07092002-151211/.

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From past research post-tensioned concrete masonry walls have performed well due to in-plane loading, yet despite the advantage of being more aesthetically pleasing, post-tensioned clay brick masonry walls have not been investigated under this loading. Five half scale structural specimens using this system were constructed and tested, and the results from these tests plus a proposed force-displacement analysis procedure are included herein. The results show that post-tensioned clay brick masonry walls are well suited for seismic regions when the walls are grouted and unbonded, and the presence

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Klopp, Gregory Mark. "Seismic design of unreinforced masonry structures /." Title page, contents and abstract only, 1996. http://web4.library.adelaide.edu.au/theses/09PH/09phk658.pdf.

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Books on the topic "Brick masonry"

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Vekey, R. C. de. Clay bricks and clay brick masonry. Building Research Establishment, 1999.

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Establishment, Building Research, ed. Clay bricks and clay brick masonry. Building Research Establishment, 1999.

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International, Brick and Block Masonry Conference (9th 1991 Berlin Germany). Brick and block masonry. Deutsche Gesellschaft f"ur Mauerwerksbau, 1991.

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International Brick and Block Masonry Conference (8th 1988 Dublin, Ireland). Brick and block masonry. Elsevier Applied Science, 1988.

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America, Brick Institute of, ed. Principles of brick masonry. Brick Institute of America, 1989.

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Beall, Christine. Masonry: Concrete, brick, stone. Creative Homeowner Press, 1997.

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International Brick and Block Masonry Conference (8th 1988 Trinity College). Brick and block masonry. Elsevier Applied Science, 1988.

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Kicklighter, Clois E. Modern masonry: Brick, block, stone. 7th ed. Goodheart-Willcox, 2010.

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Kicklighter, Clois E. Modern masonry: Brick, block, stone. Goodheart-Willcox Co., 1991.

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Kicklighter, Clois E. Modern masonry: Brick, block, stone. Goodheart-Willcox, 2003.

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Book chapters on the topic "Brick masonry"

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Watts, Andrew. "Masonry cavity walls: Brick." In Modern Construction Envelopes. Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_19.

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Chin, Ian R. "Brick Masonry in Chicago: Crisis in Aesthetics?" In Masonry 2018. ASTM International, 2018. http://dx.doi.org/10.1520/stp161220170171.

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"brick masonry." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_23243.

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"solid brick masonry." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_195512.

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Xu, Yong, Yusen Qu, Ben Ma, et al. "Study on Mortar Rebound Method for Masonry Structure Blocks of Concrete Products." In Advances in Transdisciplinary Engineering. IOS Press, 2021. http://dx.doi.org/10.3233/atde210302.

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The relevant provisions of the mortar rebound method in the national code GB/T50315 “Technical Standards for site testing of masonry engineering” is only focus on mortar rebound method of sinter bricks, but whether the rebound curve of sintered brick mortar can be used for non-sintered brick mortar is uncertain. Therefore, the rebound curve of non-sintered brick mortar needs to be further studied. The mortar rebound method of sintered bricks is used as a model for the research process for mortar rebound method of other blocks, and the mortar of three widely used blocks of concrete products in

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"(masonry) brick strip footing." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_130681.

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"brick (masonry) drop shaft." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_23244.

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"Brick and masonry structures." In Progress in Structural Engineering, Mechanics and Computation. CRC Press, 2003. http://dx.doi.org/10.1201/9781482284423-29.

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Dick, J. C. "Best practices for matching replacement brick to historic fired-clay brick." In Brick and Block Masonry - From Historical to Sustainable Masonry. CRC Press, 2020. http://dx.doi.org/10.1201/9781003098508-26.

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Artioli, G., and M. Secco. "Modern and ancient masonry: Nature and role of the binder." In Brick and Block Masonry. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-1.

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Conference papers on the topic "Brick masonry"

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Heffner, Dale K., and Kemal Tuzla. "Plastic Membranes Protected with Chemical Resistant Masonry." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96402.

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Abstract Chemical Resistant Masonry exhibits excellent resistance to a broad range of corrosive chemical environments, such as dilute or concentrated acids, solvents, or alkalies. Chemical Resistant Masonry can withstand high temperatures that are beyond the limits of most common materials. No other material provides the superior chemical resistance and high thermal stability provided by chemical resistant masonry. Chemical Resistant Masonry itself is not a complete liquid barrier and is part of a three component system which includes brick, mortar, and membrane Many different plastic membrane

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Stephans, Larry C. "The Design of Masonry/Plastic Lining Composite Structures." In CORROSION 1997. NACE International, 1997. https://doi.org/10.5006/c1997-97363.

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Abstract The continued development of plastics with improved corrosion resistance has extended the conditions in which plastics can perform satisfactorily as corrosion resistant linings on steel. The use of a masonry lining over the plastic “membrane” further extends the conditions of service to higher temperatures and more severe mechanical conditions. This type of composite structure consisting of a steel vessel lined with a plastic membrane protected by brick set in resin and/or inorganic mortars presents a number of design challenges. The composite structure must be selected to perform sat

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Trimber, Kenneth A., Kevin J. Brown, and Kevin D. Knight. "Coating Problems Faced by Commercial Building Owners." In SSPC 2011. SSPC, 2011. https://doi.org/10.5006/s2011-00074.

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Big box stores typically consist of a steel framework of structural columns and roof joists overlaid with roof decking. Walls are usually Single Wythe concrete masonry units (CMU), tilt up concrete panels, or colored block and brick. The CMU often consists of one or more block types - smooth face, split face, or scored block, all of which are painted. Smooth tilt up panels are painted or sealed, and colored block and brick are sealed. The walls may also be covered with an Exterior Insulation and Finish System (EIFS) or stucco, both of which are painted.

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Blome, Steven J. "High Performance Vinyl Ester Lining Systems and Their Uses in FGD (Flue Gas Desulfurization) Systems." In SSPC 2003. SSPC, 2003. https://doi.org/10.5006/s2003-00003.

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Harsh operating conditions found in Utility Flue Gas Desulfurization (FGD) equipment have become a difficult and costly problem for coal fired power plants operating with various FGD systems. Rapid corrosion of steel and concrete structures has mandated the use of various high performance linings and construction materials including costly alloys, FRP composites, masonry block and brick or tile linings.

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Sweeney, Steven C., Sean W. Morefield, Charles A. Weiss, Robert D. Moser, Philip G. Malone, and Michael L. Koenigstein. "Evaluation of Corrosion-Resistant Reactive Vitreous Steel Fixtures for Masonry Walls." In CORROSION 2013. NACE International, 2013. https://doi.org/10.5006/c2013-02794.

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Abstract The most common steel fixtures used in hollow-core masonry walls are wall ties that attach the brick veneer wall (outer wythe) to a concrete masonry wall or steel or wooden joists behind the wall. These fittings prevent wind pressure from deflecting the outer wythe, typically clay brick. The ties consist of a wire bail or pintle that is imbedded in the mortar joints of the outer wall and a sheet metal bracket that is attached to the inner wall. The strength of the anchor to the outer wall depends on the strength of the bond from the pintle to the mortar. Corrosion of the pintle in the

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Crevello, Gina, Paul Noyce, and Irene Matteini. "“In-Depth FaçAde Analysis of Steel Corrosion in Masonry”." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-13080.

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Abstract Corrosion of steel within ‘vintage’ buildings circa 1880s to 1930s pose a health and safety risk to the public in major urban centers. Projecting masonry elements pose a particular concern when the underlying steel appurtenances and anchorage begin to corrode. Failed masonry has fallen from buildings, leading to death in worst case scenarios. While some signs of masonry cracking or displacement are usually visible prior to failure, the level of degradation of the embedded steel is not. With the equipment available to test these unforeseen conditions, methodologies exist to understand

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Hepburn, William K. "Protecting FGD Ductwork Floor Linings through Proper Sloping for Drainage Using Acid Resistant Concrete, and Brick Masonry." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93429.

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Abstract Corrosion in FGD ductwork occurs for many different reasons. If the chemistry of the flue gas stream remains relatively constant throughout one part of the system and physical and mechanical attack also remain constant, one would expect similar corrosion rates on all fronts given the same lining. But when a pattern of accelerated corrosion in one particular area of ductwork is shown other factors must be contributing to the corrosion process. In FGD outlet ducts, the presence and behavior of acid condensates create a particularly troublesome condition on ductwork floors. Special atten

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Morefield, Sean, Vincent Hock, Michael McInerney, et al. "Control of Water Migration through Various Construction Materials Using Electro-Osmosis." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04324.

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Abstract Electro-osmosis, in the form of Electro-osmotic Pulses (EOP) can be used as a means to prevent water intrusion in below grade spaces. In the last decade, EOP has been used to control water in below grade spaces built using concrete. This paper discusses the use of EOP to water migration through brick, concrete masonry unit, granite and sandstone. A 30 VDC potential drove water, doped with 0.1 M NaCl across a 4-inch thick specimen. The water transport rates in the above mentioned materials, measured in cm/hr, compared favorably with transport rates observed in concrete cells in similar

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Dérobert, X., P. Cote, and N. Lecocq-Levent. "Electromagnetic Auscuftation on Brick Masonry." In 1st EEGS Meeting. European Association of Geoscientists & Engineers, 1995. http://dx.doi.org/10.3997/2214-4609.201407466.

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El-adaway, Islam, Tamer Breakah, and Safwan Khedr. "Brick Masonry and Sustainable Construction." In International Conference on Sustainable Design and Construction (ICSDC) 2011. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/41204(426)65.

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Reports on the topic "Brick masonry"

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Mosalam, K., L. Glascoe, and J. Bernier. Mechanical Properties of Unreinforced Brick Masonry, Section1. Office of Scientific and Technical Information (OSTI), 2009. http://dx.doi.org/10.2172/966219.

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Johra, Hicham. Project CleanTechBlock 2 Thermal conductivity measurement of cellular glass samples. Department of the Built Environment, Aalborg University, 2019. http://dx.doi.org/10.54337/aau307323438.

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The goal of the project CleanTechBlock 2 is to develop and test a durable and sustainable construction wall element which complies with the building regulations of 2020, and has a certain aesthetics attractiveness. The CleanTechBlock (CTB) prefabricated elements consist of cellular glass insulation blocks mounted in between two layers of brick masonry [1] [2]. The aim of this technical document is to report the results of the different experimental investigations performed on the CTB and other commercial cellular glass samples to determined their thermal conductivity. These experimental invest

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In-depth survey of dust control technology for cutting concrete block and tuckpointing brick at The International Masonry Institute, Bordentown Training Center, Bordentown, New Jersey. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 2007. http://dx.doi.org/10.26616/nioshephb28213.

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In-depth survey report: control technology for crystalline silica exposures in construction-effect of exhaust flow rate upon-respirable dust emissions for tuck pointing operations-preliminary evaluation-ventilated tool for brick cutting at international masonry institute, Cascade, MD. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 2001. http://dx.doi.org/10.26616/nioshephb24718.

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Brick mason dies from fall through scaffolding. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 2002. http://dx.doi.org/10.26616/nioshsface01ky046.

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Hispanic brick mason electrocuted when rerod contacts powerline. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 2007. http://dx.doi.org/10.26616/nioshsface05mi065.

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Brick mason dies after falling 6 feet while climbing off a scaffold. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 1994. http://dx.doi.org/10.26616/nioshsface94nj011.

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