In-Plane Strengthening of Unreinforced Masonry Walls by Glass Fiber-Reinforced Polyurea
Vol. 7 No. 12 (2021): December
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Doi: 10.28991/cej-2021-03091782
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[1] Wang, Chuanlin, Vasilis Sarhosis, and Nikolaos Nikitas. "Strengthening/Retrofitting Techniques on Unreinforced Masonry Structure/Element Subjected to Seismic Loads: A Literature Review.” The Open Construction and Building Technology Journal 12, no. 1 (2018): 251–68. doi:10.2174/1874836801812010251.
[2] Furtado, André, Hugo Rodrigues, António Aríªde, and Humberto Varum. "Experimental Tests on Strengthening Strategies for Masonry Infill Walls: A Literature Review.” Construction and Building Materials 263 (2020). doi:10.1016/j.conbuildmat.2020.120520.
[3] Rai, Durgesh C., and Subhash C. Goel. "Seismic Strengthening of Unreinforced Masonry Piers with Steel Elements.” In Earthquake Spectra, 12:845–62. Calgary, Canada, 1996. doi:10.1193/1.1585913.
[4] Darbhanzi, A., M. S. Marefat, and M. Khanmohammadi. "Investigation of In-Plane Seismic Retrofit of Unreinforced Masonry Walls by Means of Vertical Steel Ties.” Construction and Building Materials 52 (2014): 122–29. doi:10.1016/j.conbuildmat.2013.11.020.
[5] Ismail, Najif, and Jason M. Ingham. "Polymer Textiles as a Retrofit Material for Masonry Walls.” Proceedings of the Institution of Civil Engineers: Structures and Buildings 167, no. 1 (2014): 15–25. doi:10.1680/stbu.11.00084.
[6] Ismail, Najif, and Jason M. Ingham. "In-Plane and out-of-Plane Testing of Unreinforced Masonry Walls Strengthened Using Polymer Textile Reinforced Mortar.” Engineering Structures 118, no. 1 (2016): 167–77. doi:10.1016/j.engstruct.2016.03.041.
[7] Papanicolaou, Catherine, Thanasis Triantafillou, and Maria Lekka. "Externally Bonded Grids as Strengthening and Seismic Retrofitting Materials of Masonry Panels.” Construction and Building Materials 25, no. 2 (2011): 504–14. doi:10.1016/j.conbuildmat.2010.07.018.
[8] Altin, Sinan, Özgür Anil, M. Emin Kara, and Mustafa Kaya. "An Experimental Study on Strengthening of Masonry Infilled RC Frames Using Diagonal CFRP Strips.” Composites Part B: Engineering 39, no. 4 (2008): 680–93. doi:10.1016/j.compositesb.2007.06.001.
[9] El-Diasity, Mosaad, Hussein Okail, Osama Kamal, and Mohamed Said. "Structural Performance of Confined Masonry Walls Retrofitted Using Ferrocement and GFRP under In-Plane Cyclic Loading.” Engineering Structures 94 (2015): 54–69. doi:10.1016/j.engstruct.2015.03.035.
[10] Lucchini, Sara S., Luca Facconi, Fausto Minelli, and Giovanni Plizzari. "Retrofitting Unreinforced Masonry by Steel Fiber Reinforced Mortar Coating: Uniaxial and Diagonal Compression Tests.” Materials and Structures/Materiaux et Constructions 53, no. 6 (2020): 1–22. doi:10.1617/s11527-020-01574-w.
[11] Triantafillou, Thanasis C. "Strengthening of Masonry Structures Using Epoxy-Bonded FRP Laminates.” Journal of Composites for Construction 2, no. 2 (1998): 96–104. doi:10.1061/(asce)1090-0268(1998)2:2(96).
[12] Bae, Baek-Il, Hyo-Jin Yun, Chang-Sik Choi, and Hyun-Ki Choi. "Evaluation of Shear Strength of Unreinforced Masonry Walls Retrofitted by Fiber Reinforced Polymer Sheet.” Journal of the Korea Concrete Institute 24, no. 3 (2012): 305–13. doi:10.4334/jkci.2012.24.3.305.
[13] Babaeidarabad, Saman, Francisco De Caso, and Antonio Nanni. "URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite Subjected to Diagonal Compression.” Journal of Composites for Construction 18, no. 2 (2014): 04013045. doi:10.1061/(asce)cc.1943-5614.0000441.
[14] Faella, Ciro, Enzo Martinelli, Emidio Nigro, and Sergio Paciello. "Shear Capacity of Masonry Walls Externally Strengthened by a Cement-Based Composite Material: An Experimental Campaign.” Construction and Building Materials 24, no. 1 (2010): 84–93. doi:10.1016/j.conbuildmat.2009.08.019.
[15] Benedetti, Andrea. "In Plane Behaviour of Masonry Walls Reinforced with Mortar Coatings and Fibre Meshes.” International Journal of Architectural Heritage 13, no. 7 (2019): 1029–41. doi:10.1080/15583058.2019.1618972.
[16] Haach, Vladimir G., Graça Vasconcelos, and Paulo B. Lourenço. "Parametrical Study of Masonry Walls Subjected to In-Plane Loading through Numerical Modeling.” Engineering Structures, 2011. doi:10.1016/j.engstruct.2011.01.015.
[17] Zhou, Qiang, Lingyu Yang, and Wenyang Zhao. "Experimental Analysis of Seismic Performance of Masonry Shear Wall Reinforced with PP-Band Mesh and Plastering Mortar under In-Plane Cyclic Loading.” In Advances in Civil Engineering, Vol. 2020, 2020. doi:10.1155/2020/4015790.
[18] Hernoune, Houria, Benchaa Benabed, Antonios Kanellopoulos, Alaa Hussein Al-Zuhairi, and Abdelhamid Guettala. "Experimental and Numerical Study of Behaviour of Reinforced Masonry Walls with NSM CFRP Strips Subjected to Combined Loads.” Buildings 10, no. 6 (2020). doi:10.3390/BUILDINGS10060103.
[19] Elmalyh, Sanaa, Azzeddine Bouyahyaoui, Toufik Cherradi, Ancuta Rotaru, and Petru Mihai. "In-Plane Shear Behavior of Unreinforced Masonry Walls Strengthened with Fiber Reinforced Polymer Composites.” Advances in Science, Technology and Engineering Systems 5, no. 2 (2020): 360–67. doi:10.25046/AJ050247.
[20] Augenti, N., F. Parisi, A. Prota, and G. Manfredi. "In-Plane Lateral Response of a Full-Scale Masonry Subassemblage with and without an Inorganic Matrix-Grid Strengthening System.” Journal of Composites for Construction 15, no. 4 (2011): 578–90. doi:10.1061/(asce)cc.1943-5614.0000193.
[21] Yu, P, and P F Silva. Strengthening of Infill Masonry Walls Using Bondo Grids with Polyurea. Center for Repair of Bridges and Buildings, (2005).
[22] Carey, N. L., and J. J. Myers. "Discrete Fiber Reinforced Polymer Systems for Repair of Concrete Structures: Polyurea-Fiber Characterization Results.” American Concrete Institute, ACI Special Publication 1, no. 275 SP (2011): 275–88.
[23] Carey, N. L., and J. J. Myers. "Full Scale Blast Testing of Hybrid Barrier Systems.” In American Concrete Institute, ACI Special Publication. American Concrete Institute, (2010): 152–70.
[24] Greene, C. E. "Compressive behavior of concrete cylinders strengthened with a discrete fiber reinforced polymer system.” M.S. Thesis (2010). Missouri Univ. of Science and Technology, Rolla, MO.
[25] Song, Jun Hyeok, Eun Taik Lee, and Hee Chang Eun. "A Study on the Improvement of Structural Performance by Glass Fiber-Reinforced Polyurea (GFRPU) Reinforcement.” In Advances in Civil Engineering, Vol. 2019, 2019. doi:10.1155/2019/2818219.
[26] Song, Jun Hyuk, Eun Taik Lee, Hee Chang Eun, and Charis Apostolopoulos. "A Study on the Strengthening Performance of Concrete Beam by Fiber-Reinforced Polyurea (FRPU) Reinforcement.” In Advances in Civil Engineering, Vol. 2020, 2020. doi:10.1155/2020/6967845.
[27] Song, Jun Hyeok, Eun Taik Lee, and Hee Chang Eun. "Shear Strength of Reinforced Concrete Columns Retrofitted by Glass Fiber Reinforced Polyurea.” Civil Engineering Journal (Iran) 6, no. 10 (2020): 1852–63. doi:10.28991/cej-2020-03091587.
[28] Son, S H. A Study on In-Plane Strengthening Effect of Masonry Wall by Composite Material of Milled Glass Fiber and Polyurea. Kangwon National University, (2021).
[29] FEMA 273, Nehrp Guidelines for the Seismic Rehabilitation of Buildings (1997).
[30] ATC. "FEMA 307. Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Technical Resources.” Management, (1998).
[31] Corporation, Korea Facilities Safety. "Seismic Performance Evaluation Guidelines for Existing Facilities”, Buildings, (2019).
[2] Furtado, André, Hugo Rodrigues, António Aríªde, and Humberto Varum. "Experimental Tests on Strengthening Strategies for Masonry Infill Walls: A Literature Review.” Construction and Building Materials 263 (2020). doi:10.1016/j.conbuildmat.2020.120520.
[3] Rai, Durgesh C., and Subhash C. Goel. "Seismic Strengthening of Unreinforced Masonry Piers with Steel Elements.” In Earthquake Spectra, 12:845–62. Calgary, Canada, 1996. doi:10.1193/1.1585913.
[4] Darbhanzi, A., M. S. Marefat, and M. Khanmohammadi. "Investigation of In-Plane Seismic Retrofit of Unreinforced Masonry Walls by Means of Vertical Steel Ties.” Construction and Building Materials 52 (2014): 122–29. doi:10.1016/j.conbuildmat.2013.11.020.
[5] Ismail, Najif, and Jason M. Ingham. "Polymer Textiles as a Retrofit Material for Masonry Walls.” Proceedings of the Institution of Civil Engineers: Structures and Buildings 167, no. 1 (2014): 15–25. doi:10.1680/stbu.11.00084.
[6] Ismail, Najif, and Jason M. Ingham. "In-Plane and out-of-Plane Testing of Unreinforced Masonry Walls Strengthened Using Polymer Textile Reinforced Mortar.” Engineering Structures 118, no. 1 (2016): 167–77. doi:10.1016/j.engstruct.2016.03.041.
[7] Papanicolaou, Catherine, Thanasis Triantafillou, and Maria Lekka. "Externally Bonded Grids as Strengthening and Seismic Retrofitting Materials of Masonry Panels.” Construction and Building Materials 25, no. 2 (2011): 504–14. doi:10.1016/j.conbuildmat.2010.07.018.
[8] Altin, Sinan, Özgür Anil, M. Emin Kara, and Mustafa Kaya. "An Experimental Study on Strengthening of Masonry Infilled RC Frames Using Diagonal CFRP Strips.” Composites Part B: Engineering 39, no. 4 (2008): 680–93. doi:10.1016/j.compositesb.2007.06.001.
[9] El-Diasity, Mosaad, Hussein Okail, Osama Kamal, and Mohamed Said. "Structural Performance of Confined Masonry Walls Retrofitted Using Ferrocement and GFRP under In-Plane Cyclic Loading.” Engineering Structures 94 (2015): 54–69. doi:10.1016/j.engstruct.2015.03.035.
[10] Lucchini, Sara S., Luca Facconi, Fausto Minelli, and Giovanni Plizzari. "Retrofitting Unreinforced Masonry by Steel Fiber Reinforced Mortar Coating: Uniaxial and Diagonal Compression Tests.” Materials and Structures/Materiaux et Constructions 53, no. 6 (2020): 1–22. doi:10.1617/s11527-020-01574-w.
[11] Triantafillou, Thanasis C. "Strengthening of Masonry Structures Using Epoxy-Bonded FRP Laminates.” Journal of Composites for Construction 2, no. 2 (1998): 96–104. doi:10.1061/(asce)1090-0268(1998)2:2(96).
[12] Bae, Baek-Il, Hyo-Jin Yun, Chang-Sik Choi, and Hyun-Ki Choi. "Evaluation of Shear Strength of Unreinforced Masonry Walls Retrofitted by Fiber Reinforced Polymer Sheet.” Journal of the Korea Concrete Institute 24, no. 3 (2012): 305–13. doi:10.4334/jkci.2012.24.3.305.
[13] Babaeidarabad, Saman, Francisco De Caso, and Antonio Nanni. "URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite Subjected to Diagonal Compression.” Journal of Composites for Construction 18, no. 2 (2014): 04013045. doi:10.1061/(asce)cc.1943-5614.0000441.
[14] Faella, Ciro, Enzo Martinelli, Emidio Nigro, and Sergio Paciello. "Shear Capacity of Masonry Walls Externally Strengthened by a Cement-Based Composite Material: An Experimental Campaign.” Construction and Building Materials 24, no. 1 (2010): 84–93. doi:10.1016/j.conbuildmat.2009.08.019.
[15] Benedetti, Andrea. "In Plane Behaviour of Masonry Walls Reinforced with Mortar Coatings and Fibre Meshes.” International Journal of Architectural Heritage 13, no. 7 (2019): 1029–41. doi:10.1080/15583058.2019.1618972.
[16] Haach, Vladimir G., Graça Vasconcelos, and Paulo B. Lourenço. "Parametrical Study of Masonry Walls Subjected to In-Plane Loading through Numerical Modeling.” Engineering Structures, 2011. doi:10.1016/j.engstruct.2011.01.015.
[17] Zhou, Qiang, Lingyu Yang, and Wenyang Zhao. "Experimental Analysis of Seismic Performance of Masonry Shear Wall Reinforced with PP-Band Mesh and Plastering Mortar under In-Plane Cyclic Loading.” In Advances in Civil Engineering, Vol. 2020, 2020. doi:10.1155/2020/4015790.
[18] Hernoune, Houria, Benchaa Benabed, Antonios Kanellopoulos, Alaa Hussein Al-Zuhairi, and Abdelhamid Guettala. "Experimental and Numerical Study of Behaviour of Reinforced Masonry Walls with NSM CFRP Strips Subjected to Combined Loads.” Buildings 10, no. 6 (2020). doi:10.3390/BUILDINGS10060103.
[19] Elmalyh, Sanaa, Azzeddine Bouyahyaoui, Toufik Cherradi, Ancuta Rotaru, and Petru Mihai. "In-Plane Shear Behavior of Unreinforced Masonry Walls Strengthened with Fiber Reinforced Polymer Composites.” Advances in Science, Technology and Engineering Systems 5, no. 2 (2020): 360–67. doi:10.25046/AJ050247.
[20] Augenti, N., F. Parisi, A. Prota, and G. Manfredi. "In-Plane Lateral Response of a Full-Scale Masonry Subassemblage with and without an Inorganic Matrix-Grid Strengthening System.” Journal of Composites for Construction 15, no. 4 (2011): 578–90. doi:10.1061/(asce)cc.1943-5614.0000193.
[21] Yu, P, and P F Silva. Strengthening of Infill Masonry Walls Using Bondo Grids with Polyurea. Center for Repair of Bridges and Buildings, (2005).
[22] Carey, N. L., and J. J. Myers. "Discrete Fiber Reinforced Polymer Systems for Repair of Concrete Structures: Polyurea-Fiber Characterization Results.” American Concrete Institute, ACI Special Publication 1, no. 275 SP (2011): 275–88.
[23] Carey, N. L., and J. J. Myers. "Full Scale Blast Testing of Hybrid Barrier Systems.” In American Concrete Institute, ACI Special Publication. American Concrete Institute, (2010): 152–70.
[24] Greene, C. E. "Compressive behavior of concrete cylinders strengthened with a discrete fiber reinforced polymer system.” M.S. Thesis (2010). Missouri Univ. of Science and Technology, Rolla, MO.
[25] Song, Jun Hyeok, Eun Taik Lee, and Hee Chang Eun. "A Study on the Improvement of Structural Performance by Glass Fiber-Reinforced Polyurea (GFRPU) Reinforcement.” In Advances in Civil Engineering, Vol. 2019, 2019. doi:10.1155/2019/2818219.
[26] Song, Jun Hyuk, Eun Taik Lee, Hee Chang Eun, and Charis Apostolopoulos. "A Study on the Strengthening Performance of Concrete Beam by Fiber-Reinforced Polyurea (FRPU) Reinforcement.” In Advances in Civil Engineering, Vol. 2020, 2020. doi:10.1155/2020/6967845.
[27] Song, Jun Hyeok, Eun Taik Lee, and Hee Chang Eun. "Shear Strength of Reinforced Concrete Columns Retrofitted by Glass Fiber Reinforced Polyurea.” Civil Engineering Journal (Iran) 6, no. 10 (2020): 1852–63. doi:10.28991/cej-2020-03091587.
[28] Son, S H. A Study on In-Plane Strengthening Effect of Masonry Wall by Composite Material of Milled Glass Fiber and Polyurea. Kangwon National University, (2021).
[29] FEMA 273, Nehrp Guidelines for the Seismic Rehabilitation of Buildings (1997).
[30] ATC. "FEMA 307. Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Technical Resources.” Management, (1998).
[31] Corporation, Korea Facilities Safety. "Seismic Performance Evaluation Guidelines for Existing Facilities”, Buildings, (2019).
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