Relevant bibliographies by topics / Masonry Reinforced masonry

Contents

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

Academic literature on the topic 'Masonry Reinforced masonry'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Masonry Reinforced masonry"

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Made Budiwati, Ida Ayu, and I. Ketut Sudarsana. "Flexural tests of masonry beam with and without reinforced bar." MATEC Web of Conferences 276 (2019): 01018. http://dx.doi.org/10.1051/matecconf/201927601018.

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Behaviour of reinforced masonry has been studied experimentally to determine its strength potential. The increase in either compressive or tensile strength of masonry is possible due to the existence of rebar or wire mesh. The research is carried out to determine the effect of steel rebar on flexural strength of reinforced masonry beam using local brick. The square hollow masonry beams of 330x330mm with and without reinforced bar were tested in the laboratory to determine the load and deflection curves and bending strength. The rebar was located at the centre of beam’s cross section and left u
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Sokolov, B. S., and A. B. Antakov. "The results of masonry and reinforced masonry research." Vestnik MGSU, no. 3 (March 2014): 99–106. http://dx.doi.org/10.22227/1997-0935.2014.3.99-106.

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Qin, Kai, Wen Fang Zhang, and Li Jun Niu. "Analysis of Brick Wall’s Failure Modes under Earthquake Effect." Applied Mechanics and Materials 226-228 (November 2012): 1066–71. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.1066.

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Brick wall has large lateral sidesway stiffness and shear failure often occurs under horizontal earthquake effect, but the scourge surveys indicate that flexural failure can also occurs sometimes. Given that there are still few researches about masonry’s failure modes in China, Finite Element Models of non-reinforced brick masonry with different Depth-width Ratios and reinforced brick masonry whose Depth-width Ratio is 1.444 are established with the help of MSC.MARC to analyze its failure mode under horizontal action. The researching results indicate that: The larger the Depth-width Ratio of n
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Borri, A., G. Castori, and A. Grazini. "Retrofitting of masonry building with reinforced masonry ring-beam." Construction and Building Materials 23, no. 5 (2009): 1892–901. http://dx.doi.org/10.1016/j.conbuildmat.2008.09.012.

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Singh, H., and N. Cooke. "Ductile behaviour of reinforced masonry columns." Bulletin of the New Zealand Society for Earthquake Engineering 27, no. 2 (1994): 83–95. http://dx.doi.org/10.5459/bnzsee.27.2.83-95.

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This paper presents the results of an experimental investigation into the strength and level of ductile performance of two reinforced concrete masonry columns and one reinforced clay brick column by Singh [1993]. The results show that strength of reinforced concrete and clay masonry can be predicted by using full cross-section dimensions. Columns constructed from concrete masonry behave in a ductile manner but clay masonry columns behave in a very limited ductile manner.
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Lahuerta, Javier A. "Cálculo de la fábrica armada." Informes de la Construcción 44, no. 421 (1992): 71–93. http://dx.doi.org/10.3989/ic.1992.v44.i421.1315.

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de Carvalho Bello, Claudia Brito, Daniele Baraldi, Giosuè Boscato, et al. "Numerical and Theoretical Models for NFRCM-Strengthened Masonry." Key Engineering Materials 817 (August 2019): 44–49. http://dx.doi.org/10.4028/www.scientific.net/kem.817.44.

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The shear behavior of masonry strengthened with natural fabric-reinforced cementitious matrix (NFRCM-strengthened masonry) is investigated through two different numerical models: a multi-layer model considering masonry and reinforcement as different materials and a multi-step homogenized model, where reinforced masonry is considered as a whole. The approaches are compared by performing nonlinear numerical pushover analysis with an increasing shear action applied to the panels. The parametric analysis shows the capacity and limits of both continuous diffused models – defined as a multi-or a sin
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Redmond, Laura, Lawrence Kahn, and Reginald DesRoches. "Design and Construction of Hybrid Concrete-Masonry Structures Informed by Cyclic Tests." Earthquake Spectra 32, no. 4 (2016): 2337–55. http://dx.doi.org/10.1193/051615eqs070m.

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Reinforced concrete buildings with masonry infill are vulnerable in earthquakes primarily because the masonry walls often fail due to out-of-plane forces and can trigger soft-story collapses. In order to prevent these failures, many engineers in the Caribbean have partially reinforced the infill walls and connected them to the reinforced concrete frame. This forms a hybrid concrete-masonry structure. Hybrid concrete-masonry structures have the potential to improve the seismic performance of many structures across the globe, as they are an easy adaptation from traditional unreinforced masonry i
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Xie, Xiang Zan. "Simulation Analysis for Reinforced Concrete Aqueduct of Lijia Pumping Station." Applied Mechanics and Materials 488-489 (January 2014): 605–8. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.605.

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Reinforced concrete masonry arch aqueduct is a common water diversion engineering structure. Aqueduct is decorated on the concrete cushion layer, cushion layer effects on masonry arch, the structures stress is uniform, carrying capacity is strong. This paper adopts finite element method to carry out force analysis for reinforced concrete masonry arch aqueduct of Lijia pumping station, considering aqueduct weight, water pressure and earthquake effect, etc. Researching stress and deformation distribution law of reinforced concrete masonry arch aqueduct.
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Yao, Xinqiang, Bin Liang, Hai Zhang, Ziliang Zhang, and Zheng He. "Typical brick masonry walls reinforced with high-strength mortar and steel bars in the horizontal joints." Advances in Structural Engineering 24, no. 12 (2021): 2767–79. http://dx.doi.org/10.1177/13694332211012238.

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Based on investigation of rural buildings in china, there are more than 20% of the masonry structures constructed in 1970s. Thus, the old blue bricks (OBB) and old red bricks (ORB), which demolished from the typical brick masonry structures was built in 1970s, was chosen in the test. During demolishing the OBB and ORB, the original mortar was destroyed. Thus, the 1:7.8 cement mortar was chosen instead of original mortars and the 1:5 cement mortar was chosen as the reinforcement mortar. In order to know the performant of the reinforcement methods, there are three-level test plan was put forward
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Dissertations / Theses on the topic "Masonry Reinforced masonry"

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Tao, Yi. "Fibre reinforced polymer (FRP) strengthened masonry arch structures." Thesis, University of Edinburgh, 2013. http://hdl.handle.net/1842/7743.

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Masonry arch bridges have played a significant role in the road and rail transportation network in the world for centuries. They are exposed to damage due to overloading and deterioration caused by environmental actions. In order to reestablish their performance and to prevent their collapse in various hazardous conditions, many of them require strengthening. Fibre reinforced polymer (FRP) systems are increasingly used for repair and strengthening of structures, with particularly widespread application to concrete structures. However, the application of FRP composites to masonry structures is
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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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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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Hervillard, Thomas P. C. "Effectiveness of polymer fibers for improving the ductility of masonry structures." Online access for everyone, 2005. http://www.dissertations.wsu.edu/Thesis/Fall2005/T%5FHervillard%5F110705.pdf.

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De, Vial Christophe. "Performance of reinforcement lap splices in concrete masonry." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Fall2009/C_de-Vial_11024236.pdf.

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Thesis (M.S. in in civil engineering)--Washington State University, December 2009.<br>Title from PDF title page (viewed on Jan. 26, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 42).
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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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Crisafulli, Francisco Javier. "Seismic behaviour of reinforced concrete structures with masonry infills." Thesis, University of Canterbury. Civil Engineering, 1997. http://hdl.handle.net/10092/1221.

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This thesis focuses on the seismic behaviour of reinforced concrete structures with masonry infills, with particular interest in the development of rational procedures for the design and analysis of this type of structure. The properties of masonry and its constitutive materials were reviewed, giving special emphasis to those aspects which contribute to a better understanding of the strength mechanism. Theoretical procedures were developed for the rational evaluation of the strength of masonry subjected to compressive and shear stresses. A large amount of experimental work related to the
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Aridru, Gabriel G. "Effective flexural rigidity of plain and reinforced concrete masonry walls." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp02/NQ29463.pdf.

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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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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 Reinforced masonry"

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R, Schneider Robert. Reinforced masonry design. 3rd ed. Prentice Hall, 1994.

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1908-, Dickey Walter L., ed. Reinforced masonry design. 2nd ed. Prentice-Hall, 1987.

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Amrhein, James E. Reinforced masonry engineering handbook: Clay and concrete masonry. 5th ed. MIA, 1994.

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Reinforced masonry engineering handbook: Clay and concrete masonry. 5th ed. MIA, 1992.

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Reinforced masonry engineering handbook: Clay and concrete masonry. 5th ed. MIA, 1998.

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G, Shaw, and Beck J. K, eds. Design of reinforced and prestressed masonry. Thomas Telford, 1988.

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Brandow, Gregg E. Design of reinforced masonry structures. Concrete Masonry Association of California and Nevada, 1995.

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Taly, Narendra. Design of reinforced masonry structures. McGraw-Hill, 2001.

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Taly, Narendra. Design of reinforced masonry structure. McGraw-Hill, 2001.

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America, Masonry Institute of, and International Code Council, eds. Reinforced concrete masonry construction inspector's handbook. 4th ed. Masonry Institute of America in cooperation with International Code Council, 2004.

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Book chapters on the topic "Masonry Reinforced masonry"

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Hendry, Arnold W. "Reinforced and Prestressed Masonry." In Structural Masonry. Macmillan Education UK, 1998. http://dx.doi.org/10.1007/978-1-349-14827-1_8.

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Sarhat, Salah, and Edward G. Sherwood. "Shear Strength of GFRP-Reinforced Concrete Masonry Beams." In Masonry 2018. ASTM International, 2018. http://dx.doi.org/10.1520/stp161220170184.

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Dickey, Walter L. "Reinforced Concrete Masonry Construction." In Handbook of Concrete Engineering. Springer US, 1985. http://dx.doi.org/10.1007/978-1-4757-0857-8_17.

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Manohar, Sharad, and Suhasini Madhekar. "Confined and Reinforced Masonry Buildings." In Seismic Design of RC Buildings. Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2319-1_9.

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Marfia, Sonia, and Elio Sacco. "Micromechanical Analysis of Reinforced Masonry." In Novel Approaches in Civil Engineering. Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-45287-4_7.

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Apostolidi, Eftychia. "Masonry Buildings' Seismic Failures." In Characteristic Seismic Failures of Buildings. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/sed016.059.

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&lt;p&gt;Masonry structures are probably the most popular and ancient type of buildings all over the world. Easy access of its constitutive materials, which are basically stones, bricks, and mortar (which varies from region to region), makes masonry one of the everlasting construction methods from small residential buildings to the most important ancient and historic monuments. &lt;p&gt;Some masonry buildings have proved to be resistant structures even in seismic prone areas, due to some specific structural characteristics that have been observed throughout the years and after many destructive earthquakes. In this chapter, an effort will be made to refer to and describe the most characteristic deficiencies in unreinforced and reinforced masonry buildings under seis-mic actions. Design recommendations for new earthquake-resistant structures will follow, and some retrofitting and strengthening strategies for existing masonry buildings will be proposed.
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Pinchuk, Nataliia, and Volodymyr Byba. "Experimental Investigation of Masonry and Reinforced Masonry Walls Under Local Loading." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-42939-3_22.

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Lucchesi, Massimiliano, Miroslav Šilhavý, and Nicola Zani. "A Direct Approach to Membrane Reinforced Bodies." In Masonry Structures: Between Mechanics and Architecture. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13003-3_11.

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Delgado, J. M. P. Q., Ana Sofia Guimarães, António C. Azevedo, Romilde A. Oliveira, Fernando A. N. Silva, and Carlos W. A. P. Sobrinho. "Influence of Reinforced Mortar Coatings on the Compressive Strength of Masonry Prisms." In Structural Performance of Masonry Elements. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-03270-8_3.

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Kollerathu, Jacob Alex. "Curvature Ductility of Reinforced Masonry Walls and Reinforced Concrete Walls." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2826-9_2.

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Conference papers on the topic "Masonry Reinforced masonry"

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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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Papanicolaou, C. G. "Seismic retrofitting of unreinforced masonry structures with TRM." In ICTRC'2006 - 1st International RILEM Conference on Textile Reinforced Concrete. RILEM Publications SARL, 2006. http://dx.doi.org/10.1617/2351580087.033.

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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-sid
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Fotos, Alkis, Filippos Foskolos, Athanasios Tsaris, Constantinos Repapis, and Panagiotis Asteris. "INELASTIC RESPONSE OF MASONRY INFILLED REINFORCED CONCRETE STRUCTURES." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5647.18544.

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Addessi, Daniela, Cristina Gatta, Mariacarla Nocera, and Domenico Liberatore. "MICROMECHANICAL ANALYSIS OF UNREINFORCED AND REINFORCED MASONRY ARCHES." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8489.19128.

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Zhang, Fei, and Jianxun Ma. "Experimental Study on Hybrid Masonry Structure with RC Frame under Lateral Reversed Cyclic Loading." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0142.

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&lt;p&gt;As a new type of structural system, hybrid masonry (HM) structure with reinforced concrete (RC) frame is constructed of reinforced block masonry wall and reinforced concrete frame. This structural system combines the advantages of reinforced concrete frame structure and reinforced concrete block masonry structure, also overcomes some limitations of them. In order to study the seismic performance of the structural system, the lateral reversed cyclic loading experiment on the HM structure with RC frame was conducted. In the experiment, two specimens that were constructed with different
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Zhang, Jia-Chao, Lei-Ming Zhang, Xi-La Liu, and Si-Jia Chen. "Seismic Damage Assessment of Masonry Infilled Reinforced Concrete Structures." In International Conference on Sustainable Development of Critical Infrastructure. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413470.023.

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Madan, A. "Seismic vulnerability of masonry infilled reinforced concrete frame structures." In SAFE 2011. WIT Press, 2011. http://dx.doi.org/10.2495/safe110031.

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Fedele, Roberto, Giampaolo Rosati, Luigi Biolzi, and Sara Cattaneo. "Assessment of historical masonry pillars reinforced by CFRP strips." In INTERNATIONAL CONFERENCE OF COMPUTATIONAL METHODS IN SCIENCES AND ENGINEERING 2014 (ICCMSE 2014). AIP Publishing LLC, 2014. http://dx.doi.org/10.1063/1.4897819.

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Corbi, Ileana, and Ottavia Corbi. "Fabric reinforced cementitious matrix for strengthening of masonry vaulted structures." In CENTRAL EUROPEAN SYMPOSIUM ON THERMOPHYSICS 2019 (CEST). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5114518.

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Reports on the topic "Masonry Reinforced masonry"

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Marshall, Orange S., Sweeney Jr., Trovillion Steven C., and Jonathan C. Performance Testing of Fiber-Reinforced Polymer Composite Overlays for Seismic Rehabilitation of Unreinforced Masonry Walls. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada381207.

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Davidson, James S., John M. Hoemann, Jonathon S. Shull, et al. Full-scale Experimental Evaluation of Partially Grouted, Minimally Reinforced Concrete Masonry Unit (CMU) Walls Against Blast Demands. Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada555022.

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Kenan, Michel. Distribution of Lateral Forces on Reinforced Masonry Bracing Elements Considering Inelastic Material Behavior - Deformation-Based Matrix Method-. Technische Universität Dresden, 2021. http://dx.doi.org/10.25368/2021.2.

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Weiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40683.

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A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and b
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Duthinh, Dat. NIST workshop on standards development for the use of fiber reinforced polymers for the rehabilitation of concrete and masonry structures, January 7-8, 1998, Tucson, Arizona. Proceedings. National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6288.

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