American Society of Civil Engineers (ASCE, 2000) (
Prestand art and Commentary for the seismic Rehabilitation of Buildings (FEMA 356). Federal Emergency Management Agency.
Applied Technology Council (ATC-43 Project, 1998) (
Evaluation of Earthquake Damaged Concrete and Masonry of Buildings(FEMA 306). Federal Emergency Management Agency.
Chang, K.K, Ko, T.H, and Seo, D.W (2012) Shear Capacity of Reinforced Infilled Walls Using Hexagonal Blocks.
Architectural Institute of Korea, Vol. 28, No. No. 1, pp. 19-26.
Choi, C.S, Lee, H.Y, Kim, S.W, and Yun, H.D (2005) Shear Strength and Structural Performance of Cast-In-Place Infill Walls with Opening.
Architectural Institute of Korea, Vol. 21, No. No. 8, pp. 51-58.
Choi, H (2007) Cyclic Loading Test Reinforced Concrete Frame with Unreinforced Concrete Block Infill.
Architectural Institute of Korea, Vol. 23, No. No. 4, pp. 71-78.
Chung, L, Park, H.S, and Kim, J.S (1995) An Experimental Study on the Similitude Requirements of Reinforced Concrete Structures.
Journal of the Korea Concrete Institute, Vol. 7, No. No. 2, pp. 165-174.
Iai, S (1989) Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field.
Soils and Foundations, Vol. 29, No. No. 1, pp. 105-118. 10.3208/sandf1972.29.105.
Kim, D.S, Park, S.Y, and Kim, K.H (2012) Effects of Vertical Spacing and Length of Reinforcement on the Behaviors of Reinforced Subgrade with Rigid Wall.
Journal of Korean Geosynthetics Society, Vol. 11, No. No. 4, pp. 27-35. 10.12814/jkgss.2012.11.4.027.
Kim, J.K, Seo, C.H, Ahn, J.M, and Shin, S.W (2011) Seismic Resistance Performance of RC Infilled Wall with Steel Honeycomb System.
Architectural Institute of Korea, Vol. 27, No. No. 12, pp. 3-10.
Kim, S.W, Yun, H.D, and Jang, Y.H (2009) Structural Performance of Precast Infill Walls as a Damage-Fuse Element for Seismic Retrofit.
Architectural Institute of Korea, Vol. 25, No. No. 3, pp. 43-50.
Korea Land & Housing Corporation (2010)
Seismic retrofit point 20 of small buildings, Ministry of Land, Transport and Maritime Affairs.
Lee, H.S, and Chang, C.H (1996) A Study on the Similitude of member Behavior for Small-Scale Modeling of Reinforced Concrete Structure.
Journal of the Korea Concrete Institute, Vol. 8, No. No. 3, pp. 177-185.
Lee, H.S, Chang, C.H, and Kim, S.C (1995) An Experimental Study on the Materials for Small-Scale Models of Structures.
Architectural Institute of Korea, Vol. 11, No. No. 9, pp. 183-191.
Lee, Y.H, Lim, M.S, Byon, E.H, and Kim, H.C (2010) Experimental Investigation of The Shear Strengthening of Unreinforced Masonry Infilled RC Frames Using CFRP Sheet.
Earthquake Engineering Society of Korea, Vol. 14, No. No. 1, pp. 63-70. 10.5000/EESK.2010.14.1.063.
Ministry of Eduaction (MOE) and Korea Institute of Educational Environment (KIEE) (2011).
Guideline for Seismic Evaluation and Rehabilitation of Existing School Buildings. pp. 108.
Najif, I, Robert, B.P, Mark, J.Ma, and Jason, M.I (2011) Diagonal shear behaviour of unreinforced masonry wallettes strengthened using twisted steel bars.
construction and building materials, Vol. 25, No. No. 12, pp. 4386-4393.
Oh, H.C, and Lee, K.H (2015) An Seismic Performance Study according to Reinforcement Method of Aramid Rods and SRF of Damaged RC Column.
Journal of Korean Association for Spatial Structures, Vol. 15, No. No. 4, pp. 91-98. 10.9712/KASS.2015.15.4.091.
Oh, S.H, and Kim, Y.J (2005) Hysteretic Behavior of Beam-to-Column Connections with Slit Plate Dampers.
Architectural Institute of Korea, Vol. 21, No. No. 12, pp. 101-108.
Park, J.H, Jeon, S.H, and Kang, K.S (2012) Seismic Performance Evaluation of Masonry Infilled Frame Structures using Equivalent Strut Models.
Earthquake Engineering Society of Korea, Vol. 16, No. No. 1, pp. 47-59. 10.5000/EESK.2012.16.1.047.
Park, R (1988) Ductility Evaluation from Laboratory and Analytical Testing.
Proc. of the Ninth World Conference on Earthquake Engineering, Vol. 8, pp. 605-616.
Pattex (2008)
Chemical Anchor Technical Handbook.
Priestley, M.J.N, Seible, F, and Calvi, G.M (1996).
Seismic Design Retrofit of Bridges. John Willey and Sons, Inc, 10.1002/9780470172858. PMC1195652.
Song, C.U (2013). An Improvement Scheme on th Execution System of Seismic Retofit School Projects.
Master Dissertation, Department of Construction Management. Chung-Ang University, Seoul, Korea.
Tasligedik, A.S, Pampanin, S, and Palermo, A (2011) Damage Mitigation Strategies of Non-Structural Infill Walls-Concept and Numerical-Experimental Validation Program.
9th Pacific Conference on Earthquake Engineering.
Tonos, A.G (1999) Lateral Load Response of Strengthened Reinforced Concrete Beam-to-Column Joints.
ACI Structural Journal, Vol. 96, No. No.1, pp. 46-56.
Zhang, J, and Zhou, B (2008) Mechanism Analysis of Helical and Twisted Reinforcement.
Journal of Wuhan University of Technology-Mater, Vol. 23, No. 1, pp. 24-28. 10.1007/s11595-006-1024-y.