UNIST 신명수 교수의 Sustainable Structural Systems Lab.

- Earthquake-resistant design, modeling, and assessment of reinforced concrete structures

- Design optimization of tall building structural systems subjected to multi-hazards

- High performance fiber-reinforced cementitious composites

- Sustainable construction materials (e.g., self-healing concrete, sulfur concrete, recycled aggregate)

Son M., Shin M. and Jeong S
Nonlinear seismic assessment of irregular coupled wall systems using high performance fiber-reinforced cement composites
Structural Design of Tall and Special Buildings (to be submitted), 2015 , ,Vol. 0No. 0 ,pp. 0 ~ 0(SCIE, 0:0.0

Han S., Rew K., Shin M. and Lee K.
Effect of HPFRCC on reduction of transverse reinforcement in coupling beams with bundled diagonal bars
Construction and Building Materials (to be submitted), 2015 , ,Vol. 0No. 0 ,pp. 0 ~ 0(SCIE, 0:0.0

Choi S., Lee D., Oh J., Kim K.*, Lee J. and Shin M
Unified equivalent frame method for flat plate slab structures under combined gravity and lateral loads - part 2: verification
Earthquakes and Structures, 2014 , ,Vol. 7No. 5 ,pp. 735 ~ 751(SCIE, 0:0.0

Kim K., Choi S., Ju H., Lee D., Lee J. and Shin M
Unified equivalent frame method for flat plate slab structures under combined gravity and lateral loads - part 1: derivation
Earthquakes and Structures, 2014 , ,Vol. 7No. 5 ,pp. 719 ~ 733(SCIE, 0:0.0

Han S., Kwon H., Shin M. and Lee K.
Cyclic performance of precast coupling beams with bundled diagonal reinforcement
Engineering Structures, 2015-03 , ,Vol. 0No. 0 ,pp. 0 ~ 0(SCIE, 0:0.0

Han S.*, Kwon H., Shin M. and Lee K
Behavior of fiber reinforced beams with diagonal reinforcement
Magazine of Concrete Research, 2014-12 , ,Vol. 0No. 0 ,pp. 0 ~ 0(SCIE, 0:0.0

Dang H., Shin M., Han S. and Lee K.
Experimental and analytical assessment of SRF and Aramid composites in retrofitting RC columns
Earthquakes & Structures, 2014 , ,Vol. 7No. 5 ,pp. 797 ~ 816(SCIE, 0:0.0

Gwon S., Shin M., Pimentel B. and Lee D.
Nonlinear modeling parameters of RC coupling beams in a coupled wall system
Earthquakes & Structures, 2014 , ,Vol. 7No. 5 ,pp. 817 ~ 842(SCIE, 0:0.0