Experimental study of in-plane hysteretic behavior of unreinforced masonry walls retrofitted with engineered cementitious composites (ECC)

References

• Abrams, D. P. (2001). Performance‐based engineering concepts for unreinforced masonry building structures. Progress in Structural Engineering and Materials, 3(1), 48–56. https://doi.org/10.1002/pse.70
   Google Scholar
• Ahari, G. Z., & Yamaguchi, K. (2010). A proposal of the most suitable retrofitting methods for URM structures in Iran. An extensive review of recent techniques. Journal of Habitat Engineering, 2(2), 105–114.
   Google Scholar
• Ahari, G. Z., Yamaguchi, K., Miyajima, M., & Nishiyama, H. (2012). Strength and Ductility of Masonry Prism and Triplet Retrofitted with Engineered Cementitious Composites. Journal of Architecture and Urban Design, 22, 145–153.
   Google Scholar
• Amiraslanzadeh, R., Ikemoto, T., Miyajima, M., & Fallahi, A. (2012). A comparative study on seismic retrofitting methods for unreinforced masonry brick walls. In 15th World Conf. on Earthquake Engineering. International Association for Earthquake Engineering, Tokyo, 2–10.
   Google Scholar
• Canbolat, B. A., Parra-Montesinos, G. J., & Wight, J. K. (2005). Experimental study on seismic behavior of high-performance fiber-reinforced cement composite coupling beams. ACI Structural Journal, 102(1), 159.
   Web of Science ®Google Scholar
• D’Antino, T., Carozzi, F. G., & Poggi, C. (2019). Diagonal shear behavior of historic walls strengthened with composite reinforced mortar (CRM). Materials and Structures, 52(6), 1–15. https://doi.org/10.1617/s11527-019-1414-1
   Web of Science ®Google Scholar
• D'Ambra, C., Lignola, G. P., Prota, A., Sacco, E., & Fabbrocino, F. (2018). Experimental performance of FRCM retrofit on out-of-plane behaviour of clay brick walls. Composites Part B: Engineering, 148, 198–206. https://doi.org/10.1016/j.compositesb.2018.04.062
   Web of Science ®Google Scholar
• D'Ambrisi, A., Focacci, F., Luciano, R., Alecci, V., & De Stefano, M. (2015). Carbon-FRCM materials for structural upgrade of masonry arch road bridges. Composites Part B: Engineering, 75, 355–366. https://doi.org/10.1016/j.compositesb.2015.01.024
   Web of Science ®Google Scholar
• Dehghani, A., Fischer, G., & Alahi, F. N. (2015). Strengthening masonry infill panels using engineered cementitious composites. Materials and Structures, 48(1–2), 185–204. https://doi.org/10.1617/s11527-013-0176-4
   Web of Science ®Google Scholar
• Dehghani, A., Nateghi-Alahi, F., & Fischer, G. (2015). Engineered cementitious composites for strengthening masonry infilled reinforced concrete frames. Engineering Structures, 105, 197–208. https://doi.org/10.1016/j.engstruct.2015.10.013
   Web of Science ®Google Scholar
• Deng, M., & Yang, S. (2018). Cyclic testing of unreinforced masonry walls retrofitted with engineered cementitious composites. Construction and Building Materials, 177, 395–408. https://doi.org/10.1016/j.conbuildmat.2018.05.132
   Web of Science ®Google Scholar
• ElGawady, M., Lestuzzi, P., & Badoux, M. (2004). A review of conventional seismic retrofitting techniques for URM. In 13th International Brick and Block Masonry Conference, Amsterdam, Netherlands, 1–10.
   Google Scholar
• Federal Emergency Management Agency (FEMA). (2007). Interim protocols for determining seismic performance characteristics of structural and nonstructural components through laboratory testing. FEMA 461, USA.
   Google Scholar
• Ferrara, G., Caggegi, C., Martinelli, E., & Gabor, A. (2020). Shear capacity of masonry walls externally strengthened using Flax-TRM composite systems: Experimental tests and comparative assessment. Construction and Building Materials, 261, 120490. https://doi.org/10.1016/j.conbuildmat.2020.120490
   Web of Science ®Google Scholar
• Fischer, G., & Li, V. C. (2002). Effect of matrix ductility on the performance of reinforced ECC column members under reversed cyclic loading conditions. Proceedings of the JCI International Wokshop on Ductile Fiber Reinforced Cementitious Composites (DFCC) - Application and Evaluation.
   Google Scholar
• Fukuyama, H., Matsuzaki, Y., Nakano, K., & Sato, Y. (1999). Structural performance of beam elements with PVA-ECC. Proc. of High Performance Fiber Reinforced Cement Composites 3 (HPFRCC 3), RILEM Publications SARL, 531–542.
   Google Scholar
• High-Performance Fiber Reinforced Cement Composites (HPFRCC). (2008). Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fines cracks (HPFRCC). Concrete Engineering Series, 82, Concrete Committee, Japan Society of Civil Engineers.
   Google Scholar
• Japanese Standards Association. (1991). “Fly ash”. JIS-A-6201 Japanese Industrial Standard, Tokyo, Japan.
   Google Scholar
• Kanakubo, T., Shimizu, K., Kanda, T., & Nagai, S. (2007). Evaluation of bending and shear capacities of HPFRCC members toward the structural application. Proceedings of the Hokkaido University COE Workshop on high performance fiber reinforced composites for sustainable infrastructure system, Sapporo, Japan, 35–44.
   Google Scholar
• Kanda, T., Saito, T., Sakata, N., & Hiraishi, M. (2003). Tensile and anti-spalling properties of direct sprayed ECC. Journal of Advanced Concrete Technology, 1(3), 269–282. https://doi.org/10.3151/jact.1.269
   Google Scholar
• Kyriakides, M. A., & Billington, S. L. (2014). Behavior of unreinforced masonry prisms and beams retrofitted with engineered cementitious composites. Materials and Structures, 47(9), 1573–1587. https://doi.org/10.1617/s11527-013-0138-x
   Web of Science ®Google Scholar
• Li, V. C. (2003). On engineered cementitious composites (ECC) a review of the material and its applications. Journal of Advanced Concrete Technology, 1(3), 215–230. https://doi.org/10.3151/jact.1.215
   Google Scholar
• Li, V. C. (2012). Tailoring ECC for special attributes: A review. International Journal of Concrete Structures and Materials, 6(3), 135–144. https://doi.org/10.1007/s40069-012-0018-8
   Web of Science ®Google Scholar
• Li, V. C., Fischer, G., & Lepech, M. (2009). Shotcreting with ECC Spritzbeton-Tagung.
   Google Scholar
• Lin, Y. W., Wotherspoon, L., Scott, A., & Ingham, J. M. (2014). In-plane strengthening of clay brick unreinforced masonry wallettes using ECC shotcrete. Engineering Structures, 66, 57–65. https://doi.org/10.1016/j.engstruct.2014.01.043
   Web of Science ®Google Scholar
• Lin, Y., Lawley, D., Wotherspoon, L., & Ingham, J. M. (2016). Out-of-plane testing of unreinforced masonry walls strengthened using ECC shotcrete. Structures, 7, 33–42. https://doi.org/10.1016/j.istruc.2016.04.005
   Web of Science ®Google Scholar
• Maalej, M., Lin, V. W. J., Nguyen, M. P., & Quek, S. T. (2010). Engineered cementitious composites for effective strengthening of unreinforced masonry walls. Engineering Structures, 32(8), 2432–2439. https://doi.org/10.1016/j.engstruct.2010.04.017
   Web of Science ®Google Scholar
• Matthys, H., & Noland, L. (1989). Evaluation, strengthening, and retrofitting of masonry buildings. TMS.
   Google Scholar
• Paegle, I., & Fischer, G. (2010). Shear behavior of reinforced Engineered Cementitious Composites (ECC) beams. In Advanced concrete materials (pp. 75–82). CRC Press.
   Google Scholar
• Page, A. W. (1996). Unreinforced masonry structures-an Australian overview. Bulletin of the New Zealand Society for Earthquake Engineering, 29(4), 242–255. https://doi.org/10.5459/bnzsee.29.4.242-255
   Google Scholar
• Pourfalah, S. (2018). Behaviour of engineered cementitious composites and hybrid engineered cementitious composites at high temperatures. Construction and Building Materials, 158, 921–937. https://doi.org/10.1016/j.conbuildmat.2017.10.077
   Web of Science ®Google Scholar
• Pourfalah, S., Cotsovos, D. M., & Suryanto, B. (2018). Modelling the out-of-plane behaviour of masonry walls retrofitted with engineered cementitious composites. Computers & Structures, 201, 58–79. https://doi.org/10.1016/j.compstruc.2018.02.004
   Web of Science ®Google Scholar
• Sirijaroonchai, K., El-Tawil, S., & Parra-Montesinos, G. (2010). Behavior of high performance fiber reinforced cement composites under multi-axial compressive loading. Cement and Concrete Composites, 32(1), 62–72. https://doi.org/10.1016/j.cemconcomp.2009.09.003
   Web of Science ®Google Scholar
• Yang, E. H., Sahmaran, M., Yang, Y., & Li, V. C. (2009). Rheological control in production of engineered cementitious composites. ACI Materials Journal, 106(4), 357.
   Web of Science ®Google Scholar
• Yang, J., Liang, S., Zhu, X., Sun, C., & Guo, Z. (2017). Seismic behavior of precast concrete coupled shear walls with engineered cementitious composite (ECC) in the critical cast-in-place regions. Science China Technological Sciences, 60(8), 1244–1254. https://doi.org/10.1007/s11431-016-9052-2
   Web of Science ®Google Scholar
• Zhou, S., Xie, L., Jia, Y., & Wang, C. (2020). Review of cementitious composites containing polyethylene fibers as repairing materials. Polymers, 12(11), 2624. https://doi.org/10.3390/polym12112624
   PubMed Web of Science ®Google Scholar