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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2021-08 (Vol.25 No.4)
  4. 10.11112/jksmi.2021.25.4.20
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References

1 
ACI 318 (2019), Building Code Requirements for Structural Concrete (ACI 318-19) and commentary (ACI 318R-19). American Concrete Institute, Farmington Hills, MI, USA.URL
2 
AIK (2018), Site Inspection and Damage Investigation of Buildings by Earthquakes in Gyeongju and Pohang, Architectural Institute of Korea, Seoul.URL
3 
Bhattacharya, S., Nayak S., and Dutta, S. C. (2014), A Critical Review of Retrofitting Methods for Unreinforced Masonry Structures, International Journal of Disaster Risk Reduction, 7, 51-67.DOI
4 
Bui, T. T., and Limam, A. (2012), Masonry Walls under Membrane or Bending Loading Cases: Experiments and Discrete Element Analysis, Proceedings of The Eleventh International Conference on Computational Structures Technology, Civil-Comp Press, Stirlingshire, Scotland, 1-17.DOI
5 
Darbhanzi, A., Marefat, M. S., and Khanmohammadi, M. (2014), Investigation of In-plane Seismic Retrofit of Unreinforced Masonry Walls by Means of Vertical Steel Ties, Construction and Building Materials, 52, 122-129.DOI
6 
Goodno, B. J., and Gere, J. M. (2017), Mechanics of Materials(9th Edition), CENGAGE Learning, MA, USAURL
7 
Hwang, S. H., Kim, S., and Yang, K. H. (2020), In-plane Seismic Performance of Masonry Wall Retrofitted with Prestressed Steel-bar Truss, Earthquakes and Structures, 19(6), 459-469.DOI
8 
Hwang, S. H., Yang, K. H., and Kim, S. (2021), In-plane and Out-of-plane Seismic Performances of Masonry Walls Strengthened with Steel-Bar Truss Systems, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(1), 16-24. (in Korean, with English abstract)DOI
9 
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. dissertation, Seoul, Kwangwoon University, Department of Architectural Engineering.URL
10 
Lee, Y., Yang, K. H., and Hwang, Y. H. (2019), Evaluation of Shear Friction Stress-Slip Relationship at Concrete Brick and Mortar Interfaces, Journal of the Korea Concrete Institute, 31(1), 21-27. (in Korean, with English abstract)URL
11 
Lourenco, P. B. (1996), Computational Strategy for Masonry Structures. Ph.D. dissertation, Delft, Technische Universiteit Delft, Department of Civil Engineering and Geosciences.URL
12 
Mohamad, A. B. A. E., and Chen, Z. (2016), Experimental and Numerical Analysis of the Compressive and Shear Behavior of a New Type of Self-Insulating Concrete Masonry System. Applied Sciences, 6(9), 1-14.DOI
13 
Popa, V., Pascu, R., Papurcu, A., and Albota, E. (2016), Retrofitting of Squat Masonry Walls by FRP Grids Bonded by Cement-based Mortar, Earthquakes and Structures, 10(1), 125-139.DOI
14 
Wriggers, P. (2001), Nonlinear Finite Element Methods, Springer, Berlin.URL
15 
Yang, K. H. (2020), Development of Damper Performance-based Steel Bar Truss System for In- and Out-plane Seismic Strengthening of Masonry Structures, Technical report, Korea Agency for Infrastructure Technology Advancement, Korea.URL
16 
Yang, K. H., Lee, Y., and Hwang, Y. H. (2019a), A Stress-Strain Model for Brick Prism under Uniaxial Compression, Advances in Civil Engineering, 2019, 1-10.DOI
17 
Yang, K. H., Lee, Y., and Hwang, Y. H. (2019b), Evaluation of Tensile Stress-strain Relationship of Masonry Elements, Journal of the Architectural Institute of Korea Structure & Construction, 35(3), 27-33. (in Korean, with English abstract)DOI