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References

1 
ASTM C 1314 , 2007, Standard Test Method for Compressive Strength of Masonry Prisms, West Conshohocken, PA; ASTM InternationalGoogle Search
2 
ASTM E 519 , 2003, Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages, West Conshohocken, PA; ASTM InternationalGoogle Search
3 
Bhattacharya S., Nayak S., Dutta S. C., 2014, A Critical Review of Retrofitting Methods for Unreinforced Masonry Structures, International Journal of Disaster Risk Reduction, Vol. 7, No. , pp. 51-67DOI
4 
Capozucca R., 2011, Experimental Analysis of Historic Masonry Walls Reinforced by CFRP under In-Plane Cyclic Loading, Composite Structures, Vol. 94, No. 1, pp. 277-289DOI
5 
Chaimoon K., Attard M. M., 2007, Modeling of Unreinforced Masonry Walls under Shear and Compression, Engineering Structures, Vol. 29, No. 9, pp. 2056-2068DOI
6 
FEMA 306 , 1999, Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings, Redwood City, CA., Applied Technology Council (ATC)Google Search
7 
KATS , 2013, Concrete Bricks (KS F 4004), Seoul, Korea: Korea Standard Association (KSA), Korea Agency for Technology and Standards (KATS)Google Search
8 
Lee J. H., 2005, Seismic Capacity and Seismic Retrofitting of Low Rise Buildings Unreinforced Masonry, Brick-infilled RC Frame and Steel Slit Damper Retrofitted RC Frame, Ph.D. Thesis. Kwangwoon UniversityGoogle Search
9 
MOLIT , 2018a, Korean Construction Specification: Brick Construction (KCS 41 34 02), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT)Google Search
10 
MOLIT , 2018b, Korean Construction Specification: Cement Mortar Coat (KCS 41 46 02), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)Google Search
11 
NIDP , 2009, Study on Seismic Retrofitting Techniques for Unreinforced Masonry Buildings, Research Report, National Institute for Disaster Prevention (NIDP)Google Search
12 
Rinaldin G., Miniussi C., Amadio C., 2019, Cyclic Behavior of Masonry Walls Strengthened by Tie Rods, Engineering Structures, Vol. 184, pp. 287-300DOI
13 
Taghdi M., Bruneau M., Saatcioglu M., 2000, Seismic Retrofitting of Low-Rise Masonry and Concrete Walls Using Steel Strips, Journal of Structural Engineering, Vol. 126, No. 9, pp. 1017-1025DOI
14 
Yang K. H., Joo D. B., Sim J. I., Kang J. H., 2012, In- Plane Seismic Performance of Unreinforced Masonry Walls Strengthened with Unbonded Prestressed Wire Rope Units, Engineering Structures, Vol. 45, pp. 449-459DOI
15 
Yang K. H., Mun J. H., Hwang S. H., 2020, Cyclic Shear Behavior of Masonry Walls Strengthened with Prestressed Steel Bars and Glass Fiber Grids, Composite Structures, Vol. 238, pp. 1-12DOI
16 
Yu E., 2015, Seismic Performance and Retrofit of Masonry- Infilled Frames, Magazine of the Korea Concrete Institute, Vol. 27, No. 6, pp. 41-45DOI