Journal of the Architectural Institute of Korea (대한건축학회논문집)

Architectural Institute of Korea (대한건축학회)
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Seismic Performance Evaluation of Perforated Masonry Wall Strengthened with Spring-Damped Steel-Bar Truss System

스프링 감쇠형 강봉 트러스 시스템으로 보강된 개구부 조적벽체의 내진성능 평가

  • Received : 2023.02.01
  • Accepted : 2023.05.25
  • Published : 2023.06.30
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Abstract

This experimental study evaluated the seismic performance of a perforated masonry wall strengthened with a spring-damped steel-bar truss system. In the spring-damped steel-bar truss system, the spring dampers as variables were made with two types of steel: SS275 and SAE9254. An unreinforced masonry wall with a door-sized opening was strengthened with the un-bonded damping steel-bar truss system, and its performance was compared with unreinforced masonry walls and strengthened masonry walls by steel-bar truss system without a spring damper. Compared with the seismic performance of the unreinforced masonry wall, the energy dissipation, equivalent damping ratio, and m-factor of masonry walls reinforced with a spring-damped steel-bar truss system are approximately 2.18 times, 1.38 times, and 1.17 times, respectively, for the SS275 spring damper and approximately 2.35 times, 1.27 times, and 1.20 times, respectively, for the SAE 9254 spring damper. It is considered that the spring-damped steel-bar truss system significantly improved the seismic performance of the masonry wall. However, there is little difference in the reinforcement effect based on the steel type.

Keywords

Acknowledgement

이 연구는 국토교통부 국토교통과학기술진흥원(22TBIP-C155839-03)과 교육부 보호연구지원사업(2021R1I1A2048618)의 지원을 받아 수행된 연구 사업입니다.

References

  1. ASTM C 1314 (2007). Standard Test Method for Compressive Strength of Masonry Prisms. West Conshohocken, PA; ASTM International. 
  2. ASTM E 519 (2003). Standard Test Method for Diagonal Tension(Shear) in Masonry Assemblages. West Conshohocken, PA; ASTM International. 
  3. Capozzuca, R. (2011). Experimental Analysis of Historic Masonry Walls Reinforced by CFRP under In-Plane Cyclic Loading. Composite Structures 94(1), 277-289.  https://doi.org/10.1016/j.compstruct.2011.06.007
  4. Chang, K. K., & Seo, D. W. (2015). Present State and Necessity of Seismic Design for Low-rise Masonry Buildings in Korea. Review of Architecture and Building Science 55(5), 45-50. (In Korean) 
  5. Darbhanzi, A., Marefat, M. S., & 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.  https://doi.org/10.1016/j.conbuildmat.2013.11.020
  6. Eshghi, S., & Pourazin, K. (2009). In-Plane Behavior of Confined Masonry Walls-With and Without Opening. International Journal of Civil Engineering 7(1), 49-60. 
  7. FEMA 356 (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Reston, VI., American Society of Civil Engineers (ASCE). 
  8. Giancarlo, M., Gaetano, M., Andrea, P., & Marisa, P. (2007). In-Plane Shear Performance of Masonry Panels Strengthened with FRP. Composites Part B Engineering 38(7), 887-901.  https://doi.org/10.1016/j.compositesb.2006.11.004
  9. Hernandez, F., Astroza, R., Beltran, J. F., Zhang, X., & Mercado, V. (2022). A Experimental Study of a Cable-Pulleys Spring-Damper Energy Dissipation System for Buildings. Journal of Building Engineering 51, 104034. 
  10. Hwang, S. H. (2021). Design Model of Un-bonded Steel-bar Truss Systems for In- and Out-of-Plane Seismic Strengthening of Un-reinforced Masonry Walls. Ph.D. Thesis. Kyonggi University. (In Korean) 
  11. Hwang, S. H., Yang, K. H., & Kim, S. H. (2021). Evaluation of Seismic Performance of Masonry Walls Strengthened with Unbonded Steel-Bar Truss Systems. Journal of the Korea Concrete Institute 33(2), 117-124. (In Korean)  https://doi.org/10.4334/JKCI.2021.33.2.117
  12. KATS(2013). Concrete Bricks (KS F 4004). Seoul, Korea: Korea Standard Association (KSA), Korea Agency for Technology and Standards (KATS). (In Korean) 
  13. KDS 41 17 00 (2019). Seismic Building Design Code and Commentary, Korea Construction Standards Center, Kyonggi-do, Korea. (In Korean) 
  14. Kwon, H. Y., Hwang, S. H., Yang, K. H., Kim, S. H., & Choi, Y. S. (2022). Evaluation of Deformation Capacity of Various Steel Springs Subjected to Tensile Loading or Uniaxial Cyclic Loading. Journal of the Korea Institute for Structural Maintenance and Inspection 26(4), 1-10. (In Korean)  https://doi.org/10.11112/JKSMI.2022.26.4.1
  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. Noh, H. S., Choi, S. M., & Kwon, K. H. (2002). An Experimental Study on Dynamic Response of Two Story URM Buildings. Journal of the Architectural Institute of Korea Structure & Construction 18(4), 59-66. (In Korean) 
  17. Roohollah, A. J., Iman, H., & Hamiderza, F. (2013). Influence of Masonry Infill on the Seismic Performance of Concentrically Braced Frames. Journal of Constructional Steel Research 88, 150-163.  https://doi.org/10.1016/j.jcsr.2013.05.009
  18. Taghdi, M., Bruneau, M., & Saatcioglu, M. (2000). Seismic Retrofitting of Low-Rise Masonry and Concrete Walls Using Steel Strips. Journal of Structural Engineering 126(9), 1017-1025.  https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1017)
  19. Taheri, A., Moghadam, A. S., & Tasnimi, A. A. (2017). Critical Factors in Displacement Ductility Assessment of High-Strength Concrete Columns. International Journal of Advanced Structural Engineering 9, 325-340.  https://doi.org/10.1007/s40091-017-0169-6
  20. 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 Ropes Units. Engineering and Structures 45, 449-459.  https://doi.org/10.1016/j.engstruct.2012.06.017
  21. Zhang, S., Yang, D., Sheng, Y., Garrity, S. W., & Xu, L. (2017). Numerical Modelling of FRP-reinfroced Masonry Walls under In-Plane Seismic Loading. Construction and Building Materials 134, 649-663. https://doi.org/10.1016/j.conbuildmat.2016.12.091