Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

References

1 
AASHTO. (2017), AASHTO LRFD Bridge Construction Specifications, 8th Edition.URL
2 
Armali, M., Damerji, H., Hallal, J., and Fakih, M. (2019), Effectiveness of friction dampers on the seismic behavior of high rise building VS shear wall system, Engineering Reports, Wiley, 1-14.DOI
3 
Cho, S. G., Park, K. W., and Yi, S. T. (2017), Performance analysis of friction damper considering the change of the vertical force, Journal of the Korea Institute for Structural Maintenance and Inspection, 21(1), 59-66.DOI
4 
Choi, S. Y. (2013), Seismic retrofit of existing RC structure using hysteretic dampers, Journal of the Computational Structural Engineering Institute of Korea, 26(2), 37-42.URL
5 
Ghamar, A., and Jeong, S. H. (2021), Development of a shear yielding steel damper for concentrically braced frames, Journal of the Computational Structural Engineering Institute of Korea, 34(6), 437-443.DOI
6 
Kim, D. H. (2013), Experimental study on the seismic performance of hybrid buckling-restrained braces, Journal of the Korean Society of Hazard Mitigation, 13(4), 23-29.URL
7 
Lee, H. H. (2017), Capacity evaluation of steel damper attached to outside of frame, Journal of the Korean Recycled Construction Resources Institute, 5(4), 382-388.DOI
8 
Lee, H, H. (2018), Hysteretic behavior of steel damper for the lateral displacement control, Journal of the Korea Institute for Structural Maintenance and Inspection, 22(3), 46-52.DOI
9 
MOLIT. (2019), Seismic Building Design Code.URL
10 
Mualla I. H., and Belev, B. (2002), Performance of steel frames with a new friction damper device under earthquake excitation, Engineering Structures, 24(3), 365-371.DOI
11 
Nuruzzaman, D. M., and Chowdhury, M. A. (2012), Friction and wear of polymer and composites, Composites and Their Properties, 299-330.URL
12 
Pall, A. S., and Marsh, C. (1982), Response of friction damped braced frames, Journal of Structural Division, ASCE, 108(6), 1313-1323.URL
13 
Park, E. S., and Choi, J. H. (2012), An experimental study on effect of installed tension for shear type friction damper with disk spring washer, Journal of the Architectural Institute of Korea Structure & Construction, 28(8), 21-32.DOI
14 
Park, J. Y., Han, S. W., Moon, K. H., Lee, K. S., and Kim, H. J. (2013), Experimental study the on hysteretic characteristics of rotational friction energy dissipative devices, Jorunal of the Earthquake Engineering Society of Korea, 17(5), 227-235.DOI
15 
Sahin, Y., Pauw, J. D., Sukumaran, J., and Baets, P. (2015), Sliding friction and wear of polyoxymethlyene polymer, Mechanical Engineering Letters, 12, 90-100.URL
16 
Shahbazi, B., and Moaddab, E. (2021), A new hybrid friction damper (HFD) for dual-level performance of steel structures, International Journal of Steel Structures, 21(4), 1332-1345.DOI
17 
Unal, H., Mimaroglu, A., Kadıoglu, U., and Ekiz, H. (2004), Sliding friction and wear behaviour of polytetrafluoroethylene and its composites under dry conditions, Materials and Design, 25(3), 239-245.DOI
18 
Yoon, I. R., Kim, C. H., Do, C. G., and Jang, W. (2017), A study on the structural performance of steel plate damper, Journal of Korean Society of Steel Construction, 29(2), 159-167.DOI
19 
Yoon, J. R. (1987), Friction and wear characteristics of polymer materials, Proceedings of the Korean Fiber Society Conference, 23-25.URL
20 
Zaribaf, F. P. (2018), Medical-grade ultra-high molecular weight polyethylene: Past, current and future, Materials Science and Technology, 34(16), 1940-1953.DOI