참고문헌 (20)

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

2. ASTM C 1314 (2007), Standard Test Method for Compressive Strength of Masonry Prisms, ASTM International, Philadelphia, USA. 

3. ASTM E 519 (2003), Standard Test Method for Diagonal Tension(Shear) in Masonry Assemblages, ASTM International, Philadelphia, USA. 

4. 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. 

   상세보기

5. Capozucca, R. (2011), Experimental analysis of historic masonry walls reinforced by CFRP under in-plane cyclic loading, Composite Structures, 94(1), 277-289. 

   상세보기

6. Chang, K. K., and Seo, D. W.(2011), Present State and Necessity of Seismic Design for Low-rise Masonry Buildings in Korea, Special Issue, Review of Architecture and Building Science, 55(5), 45-50. 

7. 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. 

   상세보기

8. FEMA 356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings. FEMA, Washington. 

9. Hwang, S. H., Yang, K. H., and Kim, S. H.(2020), Evaluation on Seismic Performance of Masonry Walls Strengthened with Unbonded Steel-Bar Truss Systems, Journal of the Korea Concrete Institute, Accepted. (In Korean) 

10. Ismail N and Ingham JM (2012), Cyclic out-of-plane behavior of slender clay brick masonry walls seismically strengthened using posttensioning. Journal of Structural Engineering, 138(10), 1255-1266. 

    상세보기

11. KCS 41 34 02 (2018), Brick Construction. Korea Construction Standard Center. (In Korean) 

12. KCS 41 46 02 (2018), Cement Mortar Coat. Korea Construction Standard Center. (In Korean) 

13. KS B 0802 (2018), Method of Tensile Test for Metallic Materials, KSA, Seoul, Korea. (In Korean) 

14. KS F 4004 (2013), Concrete Bricks, KSA, Seoul, Korea. (In Korean) 

15. 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) 

16. NIDP (2009), Study on Seismic Retrofitting Techniques for Unreinforced Masonry Buildings, National Emergency Management Agency, Seoul, Korea. (In Korean) 

17. 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. 

    상세보기

18. Rinaldin, G., Amadio, C., and Gattesco N. (2017), Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behavio", Engineering and Structures, 132, 609-623. 

    상세보기

19. Yang, K. H., Joo, D. B., Sim, J. I., and Kang, J. H. (2012), In-plane seismic performance of unreinforced masonry walls strengthened with unbonded prestressed wire rope units, Engineering and Structures, 45, 449-459. 

    상세보기

20. Yang, K. H., Mun, J. H., and Hwang, S. H. (2020), Cyclic Shear Behavior of Masonry Walls Strengthened with Prestressed Steel Bars and Glass Fiber Grids, Composite Structures, 238, 1-12. 

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