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Relevant bibliographies by topics / Masonry walls

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Academic literature on the topic 'Masonry walls'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Masonry walls"

1

Shahzeb. "Seismic capacity evaluation of fly ash brick masonry walls after retrofitting." World Journal of Advanced Engineering Technology and Sciences 12, no. 2 (2024): 762–65. http://dx.doi.org/10.30574/wjaets.2024.12.2.0339.

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The objective of this study was to examine the in-plane lateral load behavior of two full-scale fly ash brick masonry walls one unreinforced and the other confined before and after retrofitting. The quasi-static load test findings are shown here. The construction of the walls closely followed the masonry methods prevalent in Pakistan and throughout South Asia. Prior to retrofitting, the walls were tested to their peak resistance. The damaged walls were then retrofitted using grout injection followed by a ferrocement overlay and retested until they ultimately failed under identical condition. T

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Stockbridge, Jerry G. "Repointing Masonry Walls." APT Bulletin 21, no. 1 (1989): 10. http://dx.doi.org/10.2307/1504217.

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Sartaji, Parisa, Abdoreza S. Moghadam, and Mohsen Ghafory Ashtiany. "Interaction of masonry walls and shear walls in masonry buildings." Proceedings of the Institution of Civil Engineers - Structures and Buildings 171, no. 3 (2018): 226–40. http://dx.doi.org/10.1680/jstbu.16.00136.

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Beconcini, Maria Luisa, Pietro Croce, Paolo Formichi, Filippo Landi, and Benedetta Puccini. "Experimental Evaluation of Shear Behavior of Stone Masonry Wall." Materials 14, no. 9 (2021): 2313. http://dx.doi.org/10.3390/ma14092313.

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The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment of existing masonry structures in seismic zones. However, due to the complexity of modelling experimental behavior and the wide variety of masonry types characterizing historical structures, the definition of masonry’s mechanical behavior is still a critical issue. Since the possibility to perform in situ tests is very limited and often conflicting with the needs of preservation, the characterization of shear masonry behavior is generally based on reference values of mechanical properties provi

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Partene, Eva, Luminita Fekete-Nagy, and V. Stoian. "Evaluation Of Shear Capacity For Brick Masonry Walls." Journal of Applied Engineering Sciences 5, no. 1 (2015): 69–74. http://dx.doi.org/10.1515/jaes-2015-0009.

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Abstract The papers presents the results of an experimental program and provides valuable information regarding the behaviour of structural masonry walls built up using ceramic blocks with hollows, which represents a very common system for low-rise residential buildings, up to 4 stories, depending on the seismic acceleration on site. A number of six masonry walls where tested in bear state being subjected to constant vertical loading and to cyclic in-plane horizontal loads. The main objective was to determine the shear capacity for unreinforced masonry walls and reinforced masonry walls. The e

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Gu, Meng, Xiaodong Ling, Hanxiang Wang, Anfeng Yu, and Guoxin Chen. "Experimental and Numerical Study of Polymer-Retrofitted Masonry Walls under Gas Explosions." Processes 7, no. 12 (2019): 863. http://dx.doi.org/10.3390/pr7120863.

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Unreinforced masonry walls are extensively used in the petrochemical industry and they are one of the most vulnerable components to blast loads. To investigate the failure modes and improve the blast resistances of masonry walls, four full-scale field tests were conducted using unreinforced and spray-on polyurea-reinforced masonry walls subjected to gas explosions. The results suggested that the primary damage of the unreinforced masonry wall was flexural deformation and the wall collapsed at the latter stage of gas explosion. The presence of polyurea coatings could effectively improve the ant

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Abbas, Samih, and K. P. Saji. "Study of Post-Tensioned and Reinforced Masonry Walls under Lateral Loads ." Applied Mechanics and Materials 857 (November 2016): 267–72. http://dx.doi.org/10.4028/www.scientific.net/amm.857.267.

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Moderate to strong earthquakes can cause considerable damage to masonry walls which are primary structural elements for decades. In previous earthquakes, a large number of masonry walls failed due to insufficient shear strength with excessive in-plane deformation, or due to insufficient out-of- plane bending capacity of the walls in the perpendicular direction. Typically, out-of- plane failure is far more prevalent and happens earlier than in-plane failure in most past earthquakes. Thus their arises the need to strengthen this masonry walls. Generally, the compressive forces that masonry walls

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Peng, Bin, Sandong Wei, Libo Long, Qizhen Zheng, Yueqiang Ma, and Leiyu Chen. "Experimental Investigation on the Performance of Historical Squat Masonry Walls Strengthened by UHPC and Reinforced Polymer Mortar Layers." Applied Sciences 9, no. 10 (2019): 2096. http://dx.doi.org/10.3390/app9102096.

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Strengthening historical brick masonry walls is important because these walls are major load-bearing members in many architectural heritages. However, historical brick masonry has low elastic modulus and low strength, historical masonry walls are prone to surface treatment or other structural intervention, and some of the walls lack integrity. These characteristics make effective strengthening of historical masonry walls difficult. To address the issue, strengthening layers made up of ultra-high performance concrete (UHPC) are potentially useful. To investigate the strengthening effect of the

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Papalou, Angeliki. "Strengthening of masonry structures using steel frames." International Journal of Engineering & Technology 2, no. 1 (2012): 50. http://dx.doi.org/10.14419/ijet.v2i1.581.

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Many old masonry structures have not been maintained properly and have been left exposed to future seismic loading with only their exterior masonry walls. These structures can be strengthened using different techniques with the reversible ones being more appropriate for historic structures. The seismic behavior of masonry buildings left only with their perimeter walls and retrofitted using steel frames (a reversible technique) is investigated. The role of the connection of the steel frames with the masonry walls is analyzed. Linear elastic analysis is performed using the finite element method.

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Chang, Kug Kwan, and Dae Won Seo. "Shear Capacity of Hexagonal Masonry Walls with Hollow and Solid Blocks." Applied Mechanics and Materials 432 (September 2013): 144–51. http://dx.doi.org/10.4028/www.scientific.net/amm.432.144.

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Masonry structures are used throughout the world for the construction of residential buildings. However, from a structural viewpoint, the masonry material is characterized by a very low tensile strength; thus, masonry construction often present diffuse fracture patterns. Moreover, masonry bearing and shear walls have been found to be vulnerable to earthquakes. In this study, to improve the seismic performance of masonry structures, hexagonal blocks were developed and six masonry walls used in hexagonal block were tested to failure under reversed cyclic lateral loading. This paper focuses on an

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Dissertations / Theses on the topic "Masonry walls"

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Cornick, Steven M. Carleton University Dissertation Engineering Civil. "MASON; a rule based damage assessment system for masonry walls." Ottawa, 1985.

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Wijanto, Ludovikus Sugeng. "Seismic Assessment of Unreinforced Masonry Walls." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2007. http://hdl.handle.net/10092/1680.

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This thesis focuses on the seismic performance of unreinforced masonry wall perforated with a door opening representing typical URM walls of many aged masonry buildings in Indonesia. To obtain a test result that will be able to represent the local conditions, the experiments have been conducted in the Research Institute for Human Settlements (RIHS) laboratory in Bandung-Indonesia. Two 75 % unreinforced masonry (URM) walls with a 1½-wythe of solid clay-brick were constructed in Dutch bond configuration and tested until failure under quasi-static-reversed cyclic loading. Both units were loaded v

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White, Kevin Andrew. "Sandwich action in foam filled masonry cavity walls." Thesis, Nottingham Trent University, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.245632.

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Minaie, Ehsan Moon Franklin. "Behavior and vulnerability of reinforced masonry shear walls /." Philadelphia, Pa. : Drexel University, 2009. http://hdl.handle.net/1860/3163.

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Wirth, John Michael. "An Exploration of the Masonry Wall." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/46170.

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The teaching of the user through the clear understanding of the building they encounter on a daily basis is the intent of this thesis. Can a user learn how a brick wall is constructed, by looking and interacting with the brick wall they sleep within at night? Is it easier for one to understand his/her built environment if the construction is done in a manner that makes the means transparent, versus hidden tricks within the materials. Through the study of honest and truthful use of materials and construction methods, this project explores if a building can teach.<br>Master of Architecture

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Vaughan, Timothy Phillips. "Evaluation of masonry wall performance under cyclic loading." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Thesis/Spring2010/t_vaughan_042310.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, May 2010.<br>Title from PDF title page (viewed on July 14, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 72-73).

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Moradi, Lee. "Resistance of membrane retrofit concrete masonry walls to lateral pressure." Birmingham, Ala. : University of Alabama at Birmingham, 2007. https://www.mhsl.uab.edu/dt/2009r/moradi.pdf.

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Thesis (Ph. D.)--University of Alabama at Birmingham, 2007.<br>Title from PDF title page (viewed Feb. 4, 2010). Additional advisors: James S. Davidson, Robert J. Dinan, Alan E. Eberhardt, Jason T. Kirby, Talat Salama, Houssam A. Toutanji. Includes bibliographical references (p. 139-146).

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Haider, Waheed, and haiderw@connellhatch com. "INPLANE RESPONSE OF WIDE SPACED REINFORCED MASONRY SHEAR WALLS." Central Queensland University. Centre for Railway Engineering, 2007. http://library-resources.cqu.edu.au./thesis/adt-QCQU/public/adt-QCQU20070421.130337.

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Wide spaced reinforced masonry (WSRM) walls that contain vertical reinforced cores at horizontal spacing up to 2000mm are commonly used in high wind zones of Australia although their inplane shear resistance is not well understood. This thesis aims at providing better insight into the behaviour of WSRM walls subjected to inplane lateral loading through experimental and numerical investigations. The interactions between the unreinforced masonry (URM) panels and vertical reinforced cores are first determined using an elastic finite element analysis and the potential failure paths hypothesized.

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Lunn, Dillon Stewart. "Behavior of Infill Masonry Walls Strengthened with FRP Materials." NCSU, 2009. http://www.lib.ncsu.edu/theses/available/etd-04282009-143603/.

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Collapse of unreinforced masonry (URM) structures, including infill walls, is a leading cause of property damage and loss of life during extreme loading events. Many existing structures are in need of retrofit to bring them in compliance with modern design code provisions. Conventional strengthening techniques are often time-consuming, costly, and add significant weight to the structure. These limitations have driven the development of alternatives such as externally bonded (EB) glass fiber reinforced polymer (GFRP) strengthening systems, which are not only lightweight, but can be rapidly appl

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Mjelde, Jon Zachery. "Performance of lap splices in concrete masonry shear walls." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Thesis/Spring2008/Jon_Mjelde.042508.pdf.

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Books on the topic "Masonry walls"

1

Beall, Christine. Masonry walls. Creative Homeowner Press, 1997.

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Cory, Steve. Walks, Walls and Patio Floors. Sunset Books/Sunset Publishing Corporation, 2003.

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Association, Portland Cement, ed. Mortars for masonry walls. Portland Cement Association, 1987.

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Property Services Agency. Directorate ofCivil Engineering Services., ed. Laterally loaded masonry walls. Property Services Agency, Directorate of Civil Engineering Services, 1986.

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Hendry, A. W. Masonry Wall Construction. Taylor & Francis Group Plc, 2004.

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Hendry, A. W. Masonry wall construction. E. & F. N. Spon, 2000.

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Klingner, R. E. Masonry structural design. McGraw-Hill, 2010.

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Klingner, R. E. Masonry structural design. McGraw-Hill, 2010.

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9

Watt, Peter. Dry-finished concrete masonry party walls. Cement and Concrete Association, 1985.

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Association, Portland Cement, ed. Water penetration tests of masonry walls. Portland Cement Association, 1991.

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Book chapters on the topic "Masonry walls"

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Hendry, Arnold W. "Laterally Loaded Unreinforced Walls." In Structural Masonry. Macmillan Education UK, 1998. http://dx.doi.org/10.1007/978-1-349-14827-1_7.

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Hendry, Arnold W. "Masonry Walls in Composite Action." In Structural Masonry. Macmillan Education UK, 1998. http://dx.doi.org/10.1007/978-1-349-14827-1_10.

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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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Worthing, Derek, Nigel Dann, and Roger Heath. "External masonry loadbearing walls." In Marshall and Worthing’s The Construction of Houses, 6th ed. Routledge, 2021. http://dx.doi.org/10.1201/9780429397820-7.

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Rots, J. G. "Case study cracking behaviour of walls under restrained shrinkage." In Structural Masonry. CRC Press, 2021. http://dx.doi.org/10.1201/9781003077961-6.

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Chalisgaonkar, Rajendra. "Charts for Stone Masonry Breast Walls." In Design of Breast Walls. CRC Press, 2021. http://dx.doi.org/10.1201/9781003162995-5.

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Rivers, Alan Alonso, Rafael Gonzalez, Mahmoud Elsayed, et al. "A Look to the Past: Reevaluation of the Performance of Tall Slender Concrete Masonry Walls." In Masonry 2022: Advancing Masonry Technology. ASTM International, 2022. http://dx.doi.org/10.1520/stp164020210117.

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McGinley, W. Mark, and Maria Kolisnichenko. "Use of Steel Fibers with Active Enamel Coating for Lap Spice Confinement in Masonry Walls." In Masonry 2022: Advancing Masonry Technology. ASTM International, 2022. http://dx.doi.org/10.1520/stp164020210071.

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Anand, Subhash C. "Shear Strength of Composite Masonry Walls." In Research Transformed into Practice. American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400944.ch33.

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Cyphers, Rex A., Annette M. Cyphers, Jodi M. Knorowski, and Ashley M. Skertic. "Evaluation of Existing Moisture Content in Brick for Hygrothermal Models in the Rehabilitation of Mass Masonry Walls." In Masonry 2018. ASTM International, 2018. http://dx.doi.org/10.1520/stp161220170167.

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Conference papers on the topic "Masonry walls"

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Sweeney, Steven C., Orange S. Marshall, Yadira M. Perez, and Brendan J. Danielson. "Water Penetration of Masonry Walls with a Hydrophobic Additive." In CORROSION 2011. NACE International, 2011. https://doi.org/10.5006/c2011-11333.

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Abstract Many U.S. Army facilities are made of common construction materials such as concrete masonry. These materials are highly porous, making them susceptible to moisture intrusion and associated waterborne particles. Such particles can cause corrosion of the reinforcement, and promote mold and mildew growth in confined spaces. Waterproofing solutions exist but are expensive, and most require maintenance over the life of the structure. This problem affects all military construction where water migration through masonry impacts the structure’s life and durability, especially facilities near

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Ji, Xiangyu, Xi Lu, Hui Liu, Jingxiao Zhang, Yuan Gao, and Xiyu Jia. "Numerical Simulation of Blast Damage in Masonry Walls." In 2024 2nd International Conference on Signal Processing and Intelligent Computing (SPIC). IEEE, 2024. http://dx.doi.org/10.1109/spic62469.2024.10691505.

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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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Page, Rick. "Coating Systems Selection Concrete Masonry Unit (CMU) Block Walls & Buildings." In SSPC 2011. SSPC, 2011. https://doi.org/10.5006/s2011-00056.

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Hoigard, Kurt R., and Garth D. Hall. "An Overview of Water Leakage Paths into Exterior Walls." In Paint and Coatings Expo (PACE) 2006. SSPC, 2006. https://doi.org/10.5006/s2006-00033.

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Abstract Water leakage into exterior wall construction is one of the principal causes of damage and deterioration to facade materials and underlying construction. This paper discusses the basic approaches currently used to keep water out of buildings and their relationship to several common exterior wall systems. Also discussed are some of the more common water leakage paths the authors have encountered while investigating building leakage problems, including deficiencies associated with masonry walls, siding, EIFS, windows and doors, weather-resistive barriers (WRBs), and flashing.

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Simonović, Goran, Mustafa Hrasnica, and Senad Medić. "MASONRY WALL-RC SLAB INTERACTION UNDER SEISMIC LOADING." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.122.

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"In everyday engineering calculations, walls in masonry structures are typically analyzed as isolated from the rest of the structure. The corresponding gravitational load is determined, and the horizontal load is applied to the wall, assuming that floors are rigid within their plane and transfer horizontal loads according to the stiffness of the walls at the building's base. The wall's bearing capacity is verified on a model isolated from the structure, considering the effects of bending moments, normal forces, and shear forces. Spatial models that include other structural elements along with

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Tassios, T. P., and N. Psilla. "Reinforced Masonry Walls Under Seismic Actions." In Papers Presented at the Japan–UK Seismic Risk Forum. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2000. http://dx.doi.org/10.1142/9781848160194_0017.

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Memari, A. M., and M. Aliaari. "Seismic Isolation of Masonry Infill Walls." In Structures Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)17.

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"Masonry Walls Strengthened With Innovative Composites." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682454.

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"Seismic Design of Confined Masonry Walls." In SP-162: Mete A Sozen Symposium...A Tribute From His Students. American Concrete Institute, 1996. http://dx.doi.org/10.14359/1511.

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Reports on the topic "Masonry walls"

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Baker, P. External Insulation of Masonry Walls and Wood Framed Walls. Office of Scientific and Technical Information (OSTI), 2013. http://dx.doi.org/10.2172/1219894.

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Baker, P. External Insulation of Masonry Walls and Wood Framed Walls. Office of Scientific and Technical Information (OSTI), 2013. http://dx.doi.org/10.2172/1067905.

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Fattal, S. G., and D. R. Todd. Ultimate strength of masonry shear walls:. National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4633.

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Straube, J. F., K. Ueno, and C. J. Schumacher. Measure Guideline. Internal Insulation of Masonry Walls. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1219736.

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Straube, J. F., K. Ueno, and C. J. Schumacher. Measure Guideline: Internal Insulation of Masonry Walls. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1048975.

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Schultz, Arturo E., and Robert S. Hutchinson. Seismic behavior of partially-grouted masonry shear walls. National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.gcr.01-808.

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Yancey, C. W. C., S. G. Fattal, and R. D. Dikkers. Review of research literature on masonry shear walls. National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4512.

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Høegh, Britt Haker, Lies Vanhouttegehem, and Thor Hansen. Documentation of moisture reduction up to two years after refurbishment of moisture damaged exterior basement wall. Department of the Built Environment, 2023. http://dx.doi.org/10.54337/aau541578714.

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In Denmark, many old buildings are constructed with massive masonry basement walls. Originally, these basements were used for storage or as boiler room. Hence moisture in the basement walls was not considered a problem, and moisture protection of basement constructions was not considered necessary. However, leaving older buildings basement walls exposed to moisture from the surrounding soil, results in a high risk for damage and mould growth on the interior surface of the exterior basement walls. Today, many of these basements are used for daily purposes. Accordingly, moisture problems in the

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Musunuru, S., and B. Pettit. Measure Guideline: Deep Energy Enclosure Retrofit for Interior Insulation of Masonry Walls. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1220446.

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Musunuru, S., and B. Pettit. Measure Guideline. Deep Energy Enclosure Retrofit for Interior Insulation of Masonry Walls. Office of Scientific and Technical Information (OSTI), 2015. http://dx.doi.org/10.2172/1215142.

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