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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: 7 September 2023

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Journal articles on the topic "Masonry walls"

1

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

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2

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 (March 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 (April 29, 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 provided in modern structural codes for recurrent masonry categories. In the paper, a combined test procedure for the experimental characterization of masonry mechanical parameters and the assessment of the shear behavior of masonry walls is presented together with the experimental results obtained on three stone masonry walls. The procedure consists of a combination of three different in situ tests to be performed on the investigated wall. First, a single flat jack test is executed to derive the normal compressive stress acting on the wall. Then a double flat jack test is carried out to estimate the elastic modulus. Finally, the proposed shear test is performed to derive the capacity curve and to estimate the shear modulus and the shear strength. The first results obtained in the experimental campaign carried out by the authors confirm the capability of the proposed methodology to assess the masonry mechanical parameters, reducing the uncertainty affecting the definition of capacity curves of walls and consequently the evaluation of seismic vulnerability of the investigated buildings.

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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 (May 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 experimental results were also useful to determine the contribution of the reinforcing of the masonry walls with concrete columns. The comparison between unreinforced masonry and reinforced masonry has a great importance due to the fact that the Romanian Seismic Standards have imposed the reinforcement in seismic areas for building with more than 1 storey. Further studies will be conducted on strengthening the masonry walls using FRP materials.

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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 (November 20, 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 anti-explosion abilities of masonry walls, prevent wall collapses, and retain the flying fragments, which would reduce the casualties and economic losses caused by petrochemical explosion accidents. The bond between the polymer and masonry wall was critical, and premature debonding resulted in a failure of the coating to exert the maximum energy absorption effect. A numerical model for masonry walls was developed in ANSYS/LS-Dyna and validated with the test data. Parametric studies were conducted to explore the influences of the polyurea-coating thickness and spray pattern on the performances of masonry walls. The polyurea-coating thickness and spray pattern affected the resistance capacities of masonry walls significantly.

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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 bear vary at different storey’s vary , therefore, walls at lower storey’s can only be applied with relatively smaller prestress due to already higher compression stresses produced by self-weight and floor dead load. Many strengthening methodsSuch as using NSM-CFRP, post tensioning, shortcreting etc. are excellent methods of strengthening masonry walls. In this the performance of post tensioned and reinforced masonry walls is analyzed. Ungrouted, partially grouted, and fully grouted Post Tensioned [PT] Masonry Walls exhibit different behavior and failure mechanisms. For this an analytical model based on an experimental study is prepared and their results are compared with ABAQUS.

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Galman, Iwona, and Radosław Jasiński. "Joints in masonry walls." ACTA SCIENTIARUM POLONORUM - Architectura Budownictwo 17, no. 4 (December 24, 2018): 83–92. http://dx.doi.org/10.22630/aspa.2018.17.4.43.

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Galman, Iwona, and Radosław Jasiński. "Joints in masonry walls." ce/papers 2, no. 4 (September 2018): 339–46. http://dx.doi.org/10.1002/cepa.855.

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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 (May 21, 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 UHPC layers, the authors constructed three squat walls using historical bricks and mortar collected from the rehabilitation site of a historical building, and strengthened two of the walls with a UHPC layer and a reinforced polymer mortar layer respectively. The three walls were broken down by horizontal cyclic force along with constant vertical compression, and then the unstrengthened one was strengthened in-situ by a UHPC layer and was tested again. The experimental results indicate that the UHPC layers significantly improved the in-plane shear resistance and cracking load of the squat walls, without decreasing the walls’ ultimate deformation. They effectively strengthened both moderately and severely damaged historical masonry walls, because the UHPC filled the existing damages and improved the integrity of the masonry substrate. In addition, the UHPC layers intervened the historical walls less than the reinforced polymer mortar layer. Therefore, the UHPC layers are efficient in strengthening historical squat masonry walls.

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Papalou, Angeliki. "Strengthening of masonry structures using steel frames." International Journal of Engineering & Technology 2, no. 1 (December 19, 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. The seismic resistance of the aforementioned buildings increases when there is a closed-spaced connection of the steel frame columns with the masonry walls. The connection of the masonry walls at the floor level with the interior structure is also beneficial to the buildings seismic behavior.

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Dissertations / Theses on the topic "Masonry walls"

1

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

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2

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 vertically by constant loads representing gravity loads on the URM wall’s tributary area. Both models were constructed using local materials and local labours. Two features were taken into account. First, it accommodated the influence of flanged wall and second, the URM wall was built on the stone foundation. The first URM wall represent the plain existing URM building in Indonesia and second strengthened by Kevlar fibre. It was observed from the test results that the URM wall Unit-1 did not behave as a brittle structure. It could dissipate energy without loss of strength and had a post-elastic behaviour in terms of “overall displacement ductility” value of around 8 to 10. As predicted, the masonry material was variable and non homogeneous which caused the hysteresis loop to be non symmetrical between push and pull lateral load directions. It can be summarized that Kevlar fibre strengthening technique is promising and with great ease of installation. Although Kevlar material is more expensive when compared to other fabrics as long as it was applied at the essential locations and in limited volumes, it can significantly increase the in-plane URM wall capacity. With appropriate arrangements of Kevlar fibre, a practicing engineer will be able to obtain a desired rocking mechanism in the masonry structure. Another advantage for the architectural point of view, very thin Kevlar fibres do not reduce the architectural space. Studies have also been undertaken to analyze the in-plane response of plain URM wall before and after retrofiting using the current seismic standard and the Finite Element Method (FEM).

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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.
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.
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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7

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. The hypotheses are then validated using a series of full-scale WSRM and Non-WSRM wall tests under monotonic and cyclic lateral loading by keeping the spacing between the vertical reinforced cores as the main design variable. Load-displacement response of these shear walls indicates that the current classification of the WSRM in AS3700 (2001) as those walls containing vertical reinforced grouted cores at 2000mm maximum spacing is appropriate. A finite element model (FEM) based on an explicit solution algorithm is developed for predicting the response of the masonry shear walls tested under static loading. The FEM has adopted macroscopic masonry failure criteria and flow rules, damaged plasticity model for grout and tension-only model for reinforcing bars reported in the literature, and predicted crack opening and post-peak load behaviour of the shear walls. By minimising the kinetic energy using appropriate time scaling, the FEM has provided reasonable and efficient prediction of load flow, crack patterns and loaddisplacement curves of the shear walls. The FEM is further validated using full-scale tests on WSRM walls of aspect ratios and pre-compression different to that tested before. The validated FEM is used to examine the appropriateness of the prescriptive design details for WSRM concrete masonry shear walls provided in AS3700 (2001) allowing for a large scatter in material properties. It is shown that the inplane shear capacity formula provided in AS3700 (2001) for squat WSRM shear walls is non-conservative.

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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 applied and do not require prolonged evacuation of the structure. The objective of this research program was to evaluate the effectiveness of strengthening infill masonry walls with externally bonded GFRP sheets to increase their out-of-plane resistance to loading. The experimental program comprises fourteen full-scale specimens, including four un-strengthened (control) specimens and ten strengthened specimens. All specimens consisted of a reinforced concrete (RC) frame (which simulates the supporting RC elements of a building superstructure) that was in-filled with solid concrete brick masonry. The specimens were loaded by out-of-plane uniformly distributed pressure in cycles up to failure. Parameters investigated include the aspect ratio, the strengthening ratio, the number of wythes, and the type of FRP anchorage used. The type of FRP anchorage was found to greatly influence the failure mode. Un-strengthened specimens failed in flexure. However, strengthened specimens without overlap of the FRP onto the RC frame failed due to sliding shear along the bed joints which allowed the walls to push out from the RC frames in a rigid body fashion. In the case where GFRP sheets were overlapped onto the RC frames, the aforementioned sliding shear caused delamination of the GFRP sheets from the RC frames. Use of steel angles anchored along the perimeter of the walls as shear restraints allowed these walls to achieve three times the service load without any visible signs of distress. GFRP strengthening of infill masonry walls was found to be effective, provided that proper anchorage of the FRP laminate was assured.

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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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O'Gara, Martin. "Numerical modelling of masonry compartment walls in fire situations." Thesis, University of Ulster, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.342400.

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Books on the topic "Masonry walls"

1

Beall, Christine. Masonry walls. Upper Saddle River, N.J: Creative Homeowner Press, 1997.

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

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3

Association, Portland Cement, ed. Mortars for masonry walls. Skokie, Ill: Portland Cement Association, 1987.

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

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5

Masonry walls: Specification and design. Boston: Butterworth-Heinemann, 1996.

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6

1950-, Khalaf F. M., ed. Masonry wall construction. London: Spon Press, 2001.

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

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

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Khalaf, F. M. (Fouad M.), 1950- and NetLibrary Inc, eds. Masonry wall construction. London: Spon Press, 2001.

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10

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

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Book chapters on the topic "Masonry walls"

1

Hendry, Arnold W. "Laterally Loaded Unreinforced Walls." In Structural Masonry, 153–80. London: 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, 226–53. London: 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, 200–209. Vienna: 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, 111–58. 6th ed. Sixth edition. | Abingdon, Oxon; New York, NY: Routledge, 2021. | Revised edition of: The construction of houses / Duncan Marshall ... [et al.]. 5th ed. London; New York: Routledge, 2013.: 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, 107–31. London: 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, 51–160. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003162995-5.

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Rivers, Alan Alonso, Rafael Gonzalez, Mahmoud Elsayed, Bennett Banting, Monica Guzman, Douglas Tomlinson, and Carlos Cruz-Noguez. "A Look to the Past: Reevaluation of the Performance of Tall Slender Concrete Masonry Walls." In Masonry 2022: Advancing Masonry Technology, 87–102. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: 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, 103–21. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: 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, 384–95. New York, NY: 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, 1–12. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2018. http://dx.doi.org/10.1520/stp161220170167.

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Conference papers on the topic "Masonry walls"

1

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. Reston, VA: 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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"Seismic Rehabilitation of Unreinforced Masonry Walls." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5630.

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KREST’AN, JAN, RADEK RIDKY, STANISLAV ROLC, and JAROSLAV BUCHAR. "RESPONSE OF BRICK MASONRY WALLS TO RPG-7 THREAT." In 32ND INTERNATIONAL SYMPOSIUM ON BALLISTICS. Destech Publications, Inc., 2022. http://dx.doi.org/10.12783/ballistics22/36157.

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The paper deals with the problem of RPG-7 (rocket propelled grenade) impact on the brick wall with SLAT armour. The scenario when the warhead is deactivated on SLAT armour, continue to move with some reduced velocity and interact with brick masonry wall is solved. The detonation of the explosive without jet formation is also considered. Experimental and numerical study of the brick masonry walls interaction with such was performed. Unreinforced walls and walls reinforced by using of steel add-on plates have been tested. Numerical simulations were carried out to estimate the response and damage of reinforced and unreinforced brick masonry walls subjected to RPG-7 threat based on the transient dynamic finite element program LSDYNA. The numerical simulation was used for the evaluation of the effect of the steel add-on plate thickness on the ballistic resistance of the masonry wall to the RPG -7 threat.

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Shang, Wei, Xu-dong Zu, Zheng-xiang Huang, and Wen-ni Shen. "Study on the explosion-proof performance of polyurea-reinforced masonry walls with different spraying methods." In 2019 15th Hypervelocity Impact Symposium. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/hvis2019-095.

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Abstract Based on the propagation theory of blast waves and the strain rate effect of polyurea, the explosion-proof performance of polyurea-reinforced masonry walls with different spraying methods is discussed in this paper. The impact fracture of masonry walls after contact explosion was analyzed, and the fracture results of a blast wave on polyurea-reinforced masonry walls with different spraying methods were predicted. Furthermore, explosion-proof experiments of a standard masonry wall (2m×1.2m×0.37m) under three conditions including non-sprayed, back surface sprayed polyurea and double-sided sprayed polyurea were carried out to verify the theoretical predictions. Finally, the impact fracture results of standard masonry walls after a 1 kg TNT contact explosion under the three conditions were obtained. The test results were in good agreement with the theoretical predictions. It clearly demonstrated that polyurea coating can significantly improve the explosion-proof performance of masonry walls, and double-sided sprayed showed better explosion-proof performance than back surface sprayed at the same coating thickness.

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Peraza, David B. "Special Problems with Composite Multiwythe Masonry Walls." In Fifth Forensic Engineering Congress. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41082(362)7.

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"Seismic Reliability Assessment of Confined Masonry Walls." In International Conference on Architecture, Structure and Civil Engineering. Universal Researchers, 2015. http://dx.doi.org/10.17758/ur.u0915329.

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Olivito, Renato S., Rosamaria Codispoti, and Carmelo Scuro. "A seismic analysis for masonry constructions: The different schematization methods of masonry walls." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF COMPUTATIONAL METHODS IN SCIENCES AND ENGINEERING 2017 (ICCMSE-2017). Author(s), 2017. http://dx.doi.org/10.1063/1.5012364.

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Reports on the topic "Masonry walls"

1

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

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2

Baker, P. External Insulation of Masonry Walls and Wood Framed Walls. Office of Scientific and Technical Information (OSTI), January 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:. Gaithersburg, MD: 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), July 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), July 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. Gaithersburg, Md.: National Institute of Standards and Technology, February 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. Gaithersburg, MD: National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4512.

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8

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

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Woodward, Kyle, and Frank Rankin. Influence of aspect ratio on shear resistance of concrete block masonry walls. Gaithersburg, MD: National Bureau of Standards, January 1985. http://dx.doi.org/10.6028/nbs.ir.84-2993.

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