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, 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., 37(1), 733-734.

Roh, J. E., Lee, S. H. (2016), Experimental Evaluation of a Multi-action Hybrid Damper under Cyclic Loading, Journal of theArchitectural Institute of Korea Structures & Construction, 32(11), 3-9.

Hur, M. W., Chun, Y. S., Lee, S. H. (2016)

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, 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., 20(3), 1-7.

(2016), Korean Building and Commentary, Architectural Institute of Korea.

AIK (2016), Guidelines for Performance-Based Seismic Design of Residential Buildings, Guidelines for Performance-Based Seismic Design of Residential Buildings, Architectural Institute of Korea.

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.

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.

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, A Study on the Hysteresis properties and Mathematical Model of Kagome Truss Damper, Architectural Institute of Korea, 29(9), 21-29., 29(9), 21-29.

Oh, S. H. (2012), Optimal vibration control Design Methodology of Apartments, LH technology seminar.

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.

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 MaintenanceInspection, 14(3), 123-130.

ASCE (2010), ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures, American Society. of Civil Engineers, 179-197.

Oh, S. H., Kim, Y. J., Ryu, H, S., Choi, H. B., Kang, C. H. (2005), Hystersis Behavior of Beam-to-Column Connections with Elasto-Plastic Hysteretic Dampers, Architectural Institute of Korea, Hystersis Behavior of Beam-to-Column Connections with Elasto-Plastic Hysteretic Dampers, Architectural Institute of Korea, 25(1), 635-638., 25(1), 635-638.

Applied Technology Council (2005), Improvement of Static Seismic Analysis Procedures, FEMA 440 Report.

Federal Emergency Management Agency (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356 Report.