JKCI - Journal of the Korea Concrete Institute

1

ACI , 2013, Building Code Requirements and Specification for Masonry Structures and Companion Commentaries (ACI 530/530.1-13), Farmington Hills, Michigan, US; American Concrete Institute (ACI)

2

AIK , 2016, Korean Building Code 2016 (KBC 2016), Seoul, Korea; Architectural Institute of Korea (AIK). (In Korean)

3

AIK , 2018, Site Inspection and Damage Investigation of Buildings by Earthquakes in Gyeongju and Pohang, Seoul, Korea; Spacearts Co., Architectural Institute of Korea (AIK). (In Korean)

4

ASTM E 447 , 1997, Test Method for Compressive Strength of Laboratory Constructed Masonry Prisms, West Conshohocken, PA; ASTM International

5

ASTM E 519 , 2010, Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages, West Conshohocken, PA; ASTM International

6

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7

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8

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ICC , 2009, International Building Code (IBC 2009), Washington, DC; International Code Council (ICC)

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Kim H. B., Lee J. S., Han S. W., 2001, The Comparison of Strength of Pier in Different Provisions, Spring Conference Earthquake, Engineering Society of Korea, Korea, pp. 312-319

11

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

12

Korea Agency for Technology and Standards (KATS) , 2017, Dry ready mixed cement mortar (KS L 5220), Seoul, Korea: Korea Standard Association (KSA). (In Korean)

13

Lee H. S, Yu E. J., 2001, Austrlian Seismic Code for Unreinforced Masonry, KCI 2001 Spring Conference 12, May 2001 Daegu, korea korea concrete institute, Korea Korea Concrete Institute (KCI), pp. 815-820

14

Lee J. H., 2004, Seismic capacity and seismic retrofitting of low rise building, Ph.d. Thesis. Kwangwoon University. (In Korean)

15

MacGregor J. G., Wight J. K., 2006, Reinforced Concrete: Mechanics and Design, Singapore, Prentice Hall

16

Magenes G., Calvi G. M., 1997, In-plane Seismic Response of Brick Masonry Walls, Earthquake Engineering and Structural Dynamics, Vol. 26, No. 11, pp. 1091-1112

17

Noguchi T., Tomosawa F., Nemati K. M., Chiaia B. M., Fantilli A. P., 2009, A Practical Equation for Elastic Modulus of Concrete, ACI Structural Journal, Vol. 106, No. 5, pp. 690-696

18

Tasnimi A. A., 2004, Mathematical Model for Complete Stress-strain Curve Prediction of Normal, Lightweight, and High- strength Concrete, Magazine of Concrete Research, Vol. 56, No. 1, pp. 23-24

19

Van G. A., Taerwe L., 1996, Analytical Formulation of the Complete Stress-strain Curve for High Strength Concrete, Material and Structure, Vol. 29, No. 9, pp. 529-533

20

Yang K. H., , Shear Stress-relative Slip Relationship at Concrete Interfaces, Advances in Materials Science and Engineering, pp. 1-9

21

Yang K. H., Lee Y. J., Hwang Y. H., , A Stress-strain Model for Brick Prism under Uniaxial Compression, Advances in Civil Engineering, pp. 1-10

22

Yang K. H., Mun J. H., Cho M. S., Kang T. H., 2014, Stress-strain Model for Various Unconfined Concrete in Compression, ACI Structural Journal, Vol. 111, No. 4, pp. 819-826

23

Yu E., Kim M. J., Lee S. H., Kim C. M., 2015, Relation between Shear Strength of Masonry Infills and Seismic Performance of Masonry-infilled Frames, Journal of The Earthquake Engineering Society of Korea, Vol. 19, No. 4, pp. 173-181. (In Korean)

24

Yu H. R., Kwon K. H., 2011, A Study on Mechanical Characteristics of Masonry Structure Constructed by Clay Brick with Linear Mortar, Journal of Korea Institute for Structural Maintenance and Inspection, Vol. 15, No. 4, pp. 87-98. (In Korean)

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute