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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. 2019-03 (Vol.23 No.2)
  4. 10.11112/jksmi.2019.23.2.84
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1. 
Hur, M. W., Chun, Y. S., Lee, S. H., Hwang, J. S. (2018), Mitigating Seismic Response of the RC Framed Apartment Building Structures Using Stair-Installation Kagome Damping System, Journal of Korea institute for Structural Maintenance Inspection, 22(5), 23-30.Google Search
2. 
Oh, S. H., Choi, K. Y., Ryu, H. S., Kim, Y. J. (2018), An Experiment Study on Verification for the Performance of Seismic Retrofit System Using of Dual Frame With Different Eigenperiod, Journal of Korea institute for Structural Maintenance Inspection, 22(5), 91-100.Google Search
3. 
Kim, Y. J., Park, J. H., Hwang, J. H., Ahn, T. S. (2017), Mitigating Seismic Response of the RC Framed Apartment Building Structures Using Exterior-Installation Kagome Damping System, Proceedings of Architectural Institute of Korea, 37(1). 733-734.Google Search
4. 
Roh, J. E., Lee, S. H. (2016), Experimental Evaluation of a Multi-action Hybrid Damper under Cyclic Loading, Journal of the Architectural Institute of Korea Structures & Construction, 32(11), 3-9.DOI
5. 
Hur, M. W., Chun, Y. S., Lee, S. H. (2016)DOI
6. 
Roh, J. E., Hur, M. W., Woo, S. S., Lee, S. H., Choi, H. H., Lee, K. H. (2016), Application of a Multi-action Hybrid Damper for Enhancing the Structural Performance of Building Structures Subject to Wind Loads, Journal of The Wind Engineering Institute of Korea, 20(3), 1-7.Google Search
7. 
Korean Building and Commentary (2016), Architectural Institute of Korea.Google Search
8. 
Hur, M. W., Lee, S. H., Chun, Y. S. (2015), Vibration Control Effect of the Framed Building Structures according to the Stiffness Ratio of Exo-type Damping System and Damper Device Yield Ratio, Journal of Korea institute for Structural Maintenance Inspection, 19(5), 38-44.DOI
9. 
Hur, M. W., Lee, S. H., Chun, Y. S. (2015), Vibration Control of the Framed Building Structures Using KGDS System with Isotropic Damping Devices, Journal of Korea institute for Structural Maintenance Inspection, 19(2), 52-59.DOI
10. 
Hwang, J. S., Park, S. C., Kang, K. J. (2013), A Study on the Hysteresis properties and Mathematical Model of Kagome Truss Damper, Architectural Institute of Korea, 29(9), 21-29.Google Search
11. 
Oh, S. H. (2012), Optimal vibration control Design Methodology of Apartments, LH technology seminar.Google Search
12. 
Lee, H. H., Kim, S. I. (2012), Hysteretic Behaviors of Metallic Dampers with the Various Slit Shape, Journal of Korea institute for Structural Maintenance Inspection, 16(2), 206-207.Google Search
13. 
Lee, H. H., Kim, S. I. (2010), Metallic Damper Shape and Cyclic Behavior for the Seismic Capacity Improvement of Building Structures, Journal of Korea institute for Structural Maintenance Inspection, 14(3), 123-130.Google Search
14. 
Oh, S. H., Kim, Y. J., Ryu, H, Choi, S., Kang, H. B. (2005), Hystersis Behavior of Beam-to-Column Connections with Elasto-Plastic Hysteretic Dampers, Architectural Institute of Korea, 25(1), 635-638.Google Search
15. 
ACI Committee 374. 1-05 (2014), Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary.Google Search
16. 
Ko, G. D., Joo, J. H., Hwang, J. S., Kang, K. J. (2010), Application of Wire-woven Bulk Kagome as a Vibration Control Device for a Building Structure, SB10.Google Search