Dr. Myeong-Han Kim

Department of Architectural Engineering

Mokpo National University, South Korea

Associate Professor

Email: mhk314@mokpo.ac.kr

Qualifications

1998 Ph.D., Korea University, South Korea

1991 M.Sc., Korea University, South Korea

1989 B.S., Korea University, South Korea

Publications (Selected)

1. An improved analysis model for the ultimate behavior of unbonded prestressed concrete, Journal of Korean Association for Spatial Structures, Vol. 17, No. 4, pp.149-157, December 2017.
2. Experimental study on the shear capacity of slim AU composite beam, Journal of Korean Association for Spatial Structures, Vol. 17, No. 3, pp.99-105, September 2017.
3. Experimental study on the flexural capacity of the concrete-filled composite beam with exposed top flange, Journal of Korean Society of Hazard Mitigation, Vol. 17, No. 4, pp.1-9, August 2017.
4. Fire performance analysis of SLIM AU composite beam, Journal of Korean Association for Spatial Structures, Vol. 16, No. 4, pp.133-140, December 2016.
5. Fire resistance evaluation of SLIM AU composite beam, Journal of Korean Association for Spatial Structures, Vol. 16, No. 4, pp.53-58, December 2016.
6. An experimental study on the structural performance of Helix pile to concrete footing connection, Journal of Korean Society of Hazard Mitigation, Vol. 16, No. 3, pp. 23-30, June 2016.
7. Experimental study on the structural behaviour of rotary friction damper, Journal of Korean Association for Spatial Structures, Vol. 15, No. 4, pp.73-80, December 2015.
8. Evaluation on structural performance of two-nodal rotary frictional component, Journal of the Korean Society for Advanced Composite Structures, Vol. 6, No. 4, pp. 51-57, December 2015.
9. Odyssey for the standard design of highway minor structures (cantilever columns for signs, luminaries, traffic signals), Journal of the Korean Society for Advanced Composite Structures, Vol. 6, No. 3, pp. 62-68, September 2015.
10. The full-scaled experimental study on the tapered steel beam with non-compact web section, Journal of Korean Society of Hazard Mitigation, Vol. 15, No. 3, pp. 7-13, June 2015.
11. Evaluation of seismic responses of a regular RC building considering vertical to horizontal peak ground acceleration ratio, Journal of Korean Society of Hazard Mitigation, Vol. 14, No. 3, pp. 35-41, June 2014.
12. Wind-induced vibration control of tall buildings using hybrid buckling-restrained braces, THE STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, Vol. 23, pp. 549-562, 2014.
13. Evaluation on the serviceability of tall buildings using hybrid buckling-restrained braces, Journal of Korean Society of Hazard Mitigation, Vol. 13, No. 4, pp. 31-37, August 2013.
14. Characteristics of vertical ground motion and its effect on the response of 3-story RC building, Journal of Korean Society of Hazard Mitigation, Vol. 13, No. 2, pp. 23-29, April 2013.
15. Axial behavior and strength of yLC composite columns, Advances in Structural Engineering, Vol. 15, No. 12, pp. 2113-2130, 2012.
16. Experimental investigation of the cyclic behavior of nodes in diagrid structures, Engineering Structures, Vol. 33, pp. 2134-2144, 2011.
17. Experimental study on the axial behavior of yLRC composite columns, Procedia Engineering, Vol. 14, pp. 2058-2063, 2011.