Abstract
The present article describes experimental procedures to investigate the seismic retrofitting techniques used for damaged unreinforced masonry (URM) walls. In total, three tests were performed on a full-scale wall under constant vertical load, along with lateral loading according to the loading protocol. The unreinforced wall was tested as a reference sample. Then, the damaged sample was retrofitted with two vertical concrete ties and bed rebar on one side and retested. Finally, the damaged sample was strengthened with shotcrete on two sides and tested. The experimental results showed that strengthening the damaged unreinforced wall with the vertical concrete ties and bed rebar not only restored most of the original seismic characteristics of the wall but also significantly improved the seismic behavior of the wall. Moreover, improving seismic characteristics, the retrofitting by vertical concrete ties, bed rebar, and two-side shotcrete increased wall energy absorption capacity.
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References
Elgawady M, Letuzzi P, Badoux M (2004) A review of conventional seismic retrofitting techniques for URM. In: 13th international brick and block masonry conference, Amsterdam
Wilding B, Beyer K (2017) Force–displacement response of in-plane loaded unreinforced brick masonry walls: the critical Diagonal Crack model. Bull Earthq Eng 15(5):2201–2244. https://doi.org/10.1007/s10518-016-0049-7
Shabdin M, Zargaran M, Attari NKA (2018) Experimental diagonal tension (shear) test of Unreinforced Masonry (URM) walls strengthened with textile reinforced mortar (TRM). Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2017.12.234
Toranzo LA, Restrepo JI, Mander JB, Carr AJ (2009) Shake-table tests of confined-masonry rocking walls with supplementary hysteretic damping. J Earthquake Eng 13(6):882–898. https://doi.org/10.1080/13632460802715040
Code 376 (2012) Instruction for seismic rehabilitation of existing unreinforced masonry buildings. Management and Planning Organization Office of Deputy for Technical Affairs, Iran ((in Persian))
Shedid TM, El-Dakhakhni WW, Drysdale RG (2010) Alternative strategies to enhance the seismic performance of reinforced concrete-block shear wall systems. J Struct Eng. https://doi.org/10.1061/(ASCE)ST.1943541X.0000164
Kasparik T, Tait MJ, El-Dakhakhni WW (2014) Seismic performance assessment of partially grouted, nominally reinforced concrete masonry structural walls using shake table testing. J Perform Constr Facil. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000416
Tso WK, Rutenberg A, Heidebrecht AC (1975) Cyclic loading of externally reinforced masonry walls confined by frames. Can J Civ Eng 2(4):489–493
Kazemi MT, Hoseinzadeh Asl M, Bakhshi A, Rahimzadeh Rofooei F (2010) Shaking table study of a full-scale single story confined brick masonry building. Scientia Iranica 17(3):184–193
Gouveia JP, Lourenço PB (2007) Masonry shear walls subjected to cyclic loading: influence of confinement and horizontal reinforcement. In: 10th North America masonry conference, St. Louis, Missouri, USA
Sarrafi B, Eshghi S (2012) Behavior of clay brick confined masonry walls under cyclic loads. TMS J 30(1):7–19
Hori N, Inoue N, Purushotam D, Nishida T, Kobayashi J (2006) Experimental and analytical studies on earthquake resisting behavior of confined concrete block masonry structures. Earthq Eng Struct Dynamics 35(13):1699–1719
Yekrangnia M, Bakhshi A, Ghannad MA (2017) Force-displacement model for solid confined masonry walls with shear-dominated failure mode. Earthq Eng Struct Dynamics 46(13):2209–2234
ASTM C-67-00 (2002) Standard test methods for sampling and testing brick and structural clay tile. ASTM International, USA
Shabdin M, Attari NKA, Zargaran M (2021) Experimental study on seismic behavior of Unreinforced Masonry (URM) Brick walls strengthened in the boundaries with Shotcrete. J Earthq Eng. https://doi.org/10.1080/13632469.2019.1577763
ASTM C109/C109M-16a (2016) Standard test method for compressive strength of hydraulic cement mortars (using 2-in. Or [50 mm] cube specimens). ASTM International, USA
ASTM C1314–02A (2002) Standard test method for compressive strength of masonry prisms. American Society for Testing and Materials, USA
ASTM C39/C39M-99 (2000) Standard test method for compressive strength of cylindrical concrete specimens. ASTM International, USA
ACI 374.1-05 (2019) Acceptance criteria for moment frames based on structural testing and commentary: an ACI standard: an ACI report. American Concrete Institute, USA
FEMA-356 (2000) Pre-standard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington (DC)
ASCE (2007) Seismic rehabilitation of existing buildings– SEI/ASCE 41–06. American Society of Civil Engineers, USA
Darbhanzi A, Marefat MS, Khanmohammadi M (2013) Investigation of in-plane seismic retrofit of unreinforced masonry walls by means of vertical steel ties. Constr Build Mater. https://doi.org/10.1016/J.CONBUILDMAT.2013.11.020
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The authors express great gratitude to the Structural and Earthquake Research Center of Islamic Azad University- Taft Branch for providing access to its experimental facilities.
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MRJ, BR, and AM wrote the main manuscript text, and BR prepared figures and tables. All authors reviewed the manuscript.
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Rismanian Yazdi, B., Javaheri Tafti, M.R. & Mirjalili, A. Experimental study on seismic behavior of damaged unreinforced masonry walls retrofitted by vertical concrete ties and bed rebar with and without shotcrete. J Build Rehabil 8, 87 (2023). https://doi.org/10.1007/s41024-023-00331-0
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DOI: https://doi.org/10.1007/s41024-023-00331-0