| Journal of Rehabilitation in Civil Engineering | ||
| Article 4, Volume 5, Issue 1 - Serial Number 9, January 0, Pages 47-66 PDF (1.01 M) | ||
| DOI: 10.22075/jrce.2017.1147.1125 | ||
| Receive Date: 03 February 2016, Revise Date: 26 April 2017, Accept Date: 27 April 2017 | ||
| References | ||
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[1] Sivaraja, S. and Thandavamoorthy, T. S. (2014). “Retrofitting of seismically damaged masonry structures using FRP-a review”, Research in Civil and Environmental Engineering, Vol. 2, No. 1, pp. 11-23. [2] Borri, A., Castori, G. and Grazini, A. (2009). "Retrofitting of masonry building with reinforced masonry ring-beam", Construction and Building Materials, Vol. 23, No.5, pp. 1892-1901. [3] Bhattacharya, S., Nayak, S. and Chandra Dutta, S. (2014). “A critical review of retrofitting methods for unreinforced masonry structures”, International Journal of Disaster Risk Reduction, Vol.7, pp. 51–67. [4] Borzouie, J., Yekrangnia, M., Mahdizade, A., Seyri, H. and Raissi, M. (2012), “Financial analysis of retrofitting projects and its role on decision making", 15th World Conference on Earthquake Engineering. [5] Yang, K., Joo, D., Sim, J. and Kang, J. (2012), “In-plane seismic performance of unreinforced masonry walls strengthened with unbonded prestressed wire rope units”, Engineering structures, Vol. 44, pp. 449–59. [6] Ma, R., Jiang, L., He, M., Fang, C. and Liang F. (2012), “Experimental investigations on masonry structures using external prestressing techniques for improving seismic performance”, Engineering structures, Vol. 42, pp. 297–307. [7] Turco, V., Secondin, S., Morbin, A. Valluzzi M. R., and Modena, C. (2006). “Flexural and shear strengthening of un-reinforced masonry with FRP bars”, Compos Sci Technol, Vol. 66, No.2 pp. 289–96. [8] Grande, E., Milani, G., Sacco, E. (2008), “Modelling and analysis of FRP-strengthened masonry panels”, Engineering structures, Vol. 30, No.7, pp.1842–60. [9] Hamed, E. and Rabinovitch. (2010). “Failure characteristics of FRP-strengthened masonry walls under out-of-plane loads”, Engineering structures, Vol.32, No.8, pp.2134–45. [10] Willis, C., Seracino, R., Griffith, M. (2010) “Out-of-plane strength of brick masonry retrofitted with horizontal NSM CFRP strips”, Engineering structures, Vol. 32, No.2, pp.547–55. [11] Valluzzi, MR., Tinazzi, D. and Modena C. (2002). “Shear behavior of masonry panels strengthened by FRP laminates”, Construct Build Mater, Vol.16, No.7, pp.409–16. [12] Mahmood, H. and Ingham, J. M. (2011). “Diagonal compression testing of FRP-retrofitted unreinforced clay brick masonry Wallettes”, J Compos Construct, Vol, 15, pp 810–20. [13] Konthesingha, K., Masia, M., Petersen, R., Mojsilovic, N and Simundic, G. (2013). “Page A. Static cyclic in-plane shear response of damaged masonry walls retrofitted with NSM FRP strips – an experimental evaluation”, Eng Struct, Vol, 50, pp. 126–36. [14] Ismail, N., Petersen, R.B. and Masia, M.J. (2011). “Ingham JM. Diagonal shear behaviour of unreinforced masonry wallettes strengthened using twisted steel bars”. Construct Build Mater, Vol. 25, No. 12, pp. 4386–93. [15] Goodwin, C., Tonks, G. and Ingham, J.M. (2011). “Retrofit techniques for seismic improvement of URM buildings”, J Struct Eng Soc New Zeal, Vol. 24, No.1, pp. 30–45. [16] Dizhur, D., Derakhshan, H., Lumantarna, R. and Griffith, M. (2010). “Ingham JM. Out-of-plane strengthening of unreinforced masonry walls using near surface mounted fiber reinforced polymer strips”, J Struct Eng Soc New Zeal, Vol. 23, No. 2, pp. 91–103. [17] ElGawady, M., Lestuzzi, P. and Badoux, M. (2004). “A review of conventional seismic retrofitting techniques for URM”, Proceedings of 13th IB2MC, Amsterdam. Paper No. 89. [18] Abrams, D. P. and Lynch, J. M., (2001). “Flexural behavior of retrofitted masonry piers, KEERC-MAE Joint Seminar on Risk Mitigation for Regions of Moderate Seismicity”, Illinois, USA. [19] Tomazevic, M. (1999). Earthquake-resistant design of masonry buildings, Imperial College Press, London, England. [20] Karantoni, F. and Fardis, M. (1992). “Effectiveness of seismic strengthening techniques for masonry buildings”, Struc Eng, ASCE, Vol. 118, No.7, pp.1884-1902. [21] Kahn, L., (1984), “Shotcrete retrofit for unreinforced brick masonry”, 8th WCEE, USA, pp. 583-590. [22] Teymur, P., Yuksel, E., & Pala, S. (2014). “Behavior of Reinforced Concrete Frames Retrofitted with Shotcrete Panels Connected Only to the Beams”, Arabian Journal for Science and Engineering, Vol. 39, No. 3, pp. 1531-1546. [23] Helal, Y., Garcia, R., Pilakoutas, K., Guadagnini, M., & Hajirasouliha, I. (2016), “Bond of Substandard Laps in Reinforced Concrete Beams Retrofitted with Post-Tensioned Metal Straps” ACI Structural Journal, Vol. 113, No. 6, pp. 1197. [24] Redmond, L., Ezzatfar, P., DesRoches, R., Stavridis, A., Ozcebe, G., & Kurc, O. (2016). “Finite element modeling of a reinforced concrete frame with masonry infill and mesh reinforced mortar subjected to earthquake loading”, Earthquake Spectra, Vol. 32, No. 1, pp. 393-414. [25] Shakib, H., Dardaei, S., Mousavi, M., & Rezaei, M. K. (2016), “Experimental and Analytical Evaluation of Confined Masonry Walls Retrofitted with CFRP Strips and Mesh-Reinforced PF Shotcrete”, Journal of Performance of Constructed Facilities, Vol. 30, No.6. [26] Vandoros, K. G., & Dritsos, S. E. (2006). “Interface treatment in shotcrete jacketing of reinforced concrete columns to improve seismic performance”, Structural Engineering and Mechanics, Vol.23, No. 1, pp. 43-61. [27] Hutchison, D., Yong, P., McKenzie, G., (1984) “Laboratory testing of a variety of strengthening solutions for brick masonry wall panels”, 8th WCEE, San Francisco, USA, 575-582. [28] ASTM C 597-83, (1991). Test for pulse velocity through concrete, ASTM, U.S.A. [29] BS 1881-203. (1986). Recommendations for measurement of velocity of ultrasonic pulses in concrete, BSI, U.K. [30] Computers and Structures. (2012). CSI Analysis Reference Manual for SAP2000, Computer and Structures, Inc., Berkley, California. [31] FEMA-440. (2005). Improvement of nonlinear static seismic procedures, ATC-55 Draft, Washington. | ||
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