JKCI - Journal of the Korea Concrete Institute

1

AIK , 2016, Korean Building Code 2016 (KBC 2016) and Commentray. Seoul, Korea, Kimoondang Publishing Company, Architectural Institute of Korea (AIK). (In Korean)

2

ASTM C 1314 , 2007, Standard Test Method for Compressive Strength of Masonry Prisms. West Conshohocken, PA, ASTM International.

3

ASTM E 519. , 2003, Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages. West Conshohocken, PA, ASTM International.

4

EI-Dakhakhni W. W., Hamid A. A ., Elgaaly M., 2004, Seismic Retrofit of Concrete-Masonry-Infilled Steel Frames with Glass Fiber-Reinforced Polymer Laminates, Journal of Structural Engineering, Vol. 130, No. 9, pp. 1343-1352

5

ElGawady M. A., Lestuzzi P ., Badoux M., 2006, Shear Strength of URM Walls Retrofitted Using FRP, Engineering Structures, Vol. 28, No. 12, pp. 1658-1670

6

FEMA 306 , 1999, Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Redwood City, CA, Applied Technology Council (ATC)

7

Ghiassi B., Soltani M ., Tasnimi A. A., 2012, A Simplified Model for Analysis of Unreinforced Masonry Shear Walls under Conbined Axial, Shear and Flexural Loading, Engineering Structures, Vol. 42, pp. 396-409

8

KATS , 2013, Concrete Bricks (KS F 4004). Seoul, Korea, Korea Standard Association (KSA), Korea Agency for Technology and Standards (KATS) (In Korean)

9

Kim Y. Y., Kim J. S., Kim H. S., Ha G. J ., Kim J. K., 2005, Mechanical Properties of an ECC (Engineered Cementitious Composite) Designed Based on Micromechanical Principle, Journal of the Korea Concrete Institute, Vol. 17, No. 5, pp. 709-716

10

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 University.; (in Korean)

11

Lin Y. W., Liam W., Allan S ., Ingham J. M., 2014, In-Plane Strengthening of Clay Brick Unreinforced Masonry Wallettes Using ECC Shotcrete, Engineering Structures, Vol. 66, pp. 57-65

12

Lin Y., Lawley D., Liam W ., Ingham J. M., 2016, Out-of- Plane Testing of Unreinforced Masonry Walls Strengthened Using ECC Shotcret, Structures, Vol. 7, pp. 33-42

13

Lourenco P. B., 1996, Computational Strategy for Masonry Structures, Ph.D. Thesis. Technische Universiteit Delft.

14

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, Vol. 32, No. 8, pp. 2432-2439

15

MOLIT. , 2018, Korean Construction Specification: Cement Mortar Coat (KCS 41 46 02). Sejong, Korea, Ministry of Land, Infrastructure and Transport (MOLIT).; (In Korean)

16

Tumialan J. G., Galati N ., Nanni A., 2003, Field Assessment of Unreinforced Masonry Walls Strengthened with Fiber Reinforced Polymer Laminates, Journal of Structural Engineering, Vol. 129, No. 8, pp. 1047-1056

17

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. 449-459

18

Yang K. H., Lee Y. J ., Hwang Y. H., 2019, Evaluation of Tensile Stress-Strain Relationship of Masonry Elements, Architectural Institute of Korea, Vol. 35, No. 3, pp. 27-33

19

Yardim Y ., Lalaj O., 2016, Shear Strengthening of Unreinforced Masonry Wall with Different Fiber Reinforced Mortar Jacketing, Construction and Building Materials, Vol. 102, No. 1, pp. 149-154

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute