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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. 2023-10 (Vol.27 No.5)
  4. 10.11112/jksmi.2023.27.5.89
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References

1 
Baek, E. L., Oh, S., H., and Lee, S. H. (2014), Seismic performance of an existing low-rise reinforced concrete piloti building retrofitted by steel rod damper, Jorunal of the Earthquake Engineering Society of Korea, 18(5), pp.241-251 (in Korean).DOI
2 
Belleeri, A., Schoettler, M., Restrepo, J. I., and Fleischman, R. B. (2014), Dynamic Behavior of Rocking and Hybrid Cantilever Walls in a PrecastCconcrete Building, ACI Structural Journal, May-June.URL
3 
Chen, G., and Eads, S. A. (2005), Behavior and Fatigue Properties of Metallic Dampers for Seismic Retrofit of Highways Bridges, University of Missouri/Roll, RDT 05-007.URL
4 
Hashemi, A., Zarnani, P., Masoudnia, R., and Quenneville, P. (2017), Seismic Resilient Lateral Load Resisting System for Timber Structures, Construction and Building Materials, 149, 432-443.DOI
5 
Lee, H. H. (2020), Steel Rod damper and Rocking Behavior, Journal of the Korea Institute for Structural Maintenance and Inspection, 24(6), 1-9 (in Korean).URL
6 
Maida, Y., Mori, T., Sakata H., Izumi, N., and Maegawa, T. (2019), Experimental study on the effective use of lightly RC wall piers utilizing steel rod damper, Journal of Structure and Construction Engineering, AIJ, 84(6), 851-861URL
7 
Oh, S. H. and Choi, K. Y. (2017), An experience study of structural performance of steel rod damperl. Proceeding of the Architectural Institude of Korea, 27(1), 731-732 (in Korean).URL