- Young Hwan Choi, Kang Su Kim, Sung Mo Choi and Sang Sup Lee

P-M Interaction Curve for Square CFTs with High-Strength Concrete, Journal of Korean Society of Steel Construction, 19(6), 575-585.

- Su Hee Park, Jae Yong Ryoo, Kyung Soo Chung and Sung Mo Choi

An Evaluation for the Fire Resistance of Concrete-Filled Steel Square Tube Columns under Constant Axial Loads, Journal of Korean Society of Steel Construction, 19(6), 703-714.

- Kyung soo Chung, Jin An Chung and Sung Mo Choi

Prediction of Deteriorating Hysteresis Behivior of Concrete filled Square Steel Tube Columns under Cyclic Bending and Constant Axial Force, Architectural Institute Of Korea, 23(8), 3-10.

- Hyun Ju Shim, Seong Hui Lee, Jin Ho Kim, Eun Taik Lee and Sung Mo Choi

Experimental Evaluation of Flexural Performance Evaluation of Tapered H-Section Beams with Slender Web, Journal of Korean Society of Steel Construction, 19(5), 483-492.

- Seong Hui Lee, Hyun Ju Shim, Eun Taik Lee, Soon Jo Hong and Sung Mo Choi

An Analytical Evaluation on Buckling Resistance of Tapered H-Section Deep Beam, Journal of Korean Society of Steel Construction, 19(5), 493-501.

- Sung Mo Choi​, Seong Hui Lee, Gwang Ho Lee

Suggestion on Strength Formula of Square Hollow Section Tubluar Column-to-Beam Pinned Connections, Journal of Korean Society of Steel Construction, 18(5)

- Sung Mo Choi​, Jin Ho Kim, Jin Cheol Yeo

Strength Formula for Pinned Connections Between Concrete-Filled Tubular Columns and WF Beams, Architectural Institute Of Korea, 22(9)

- Seong Yeon Seo, Jin An Jeong, Sung Mo Choi​, Seong Yong Kim

Seismic Behavior of H shaped Beam to Square Column Connection with Outer Diaphragm Using Field Welding, Journal of Korean Society of Steel Construction, 17(4)

- Sung Mo Choi​, Do Seop Chung, Dae Jung kim, Jin Ho Kim

A Study on the Equations for Load Carrying Capacities of Concrete Filled tubular Square Column-to-Beam Connections with Combined Cross Diaphragm and Sleeves, Journal of Korean Society of Steel Construction, 17(4)

- Sung Mo Choi​, Su Hee Park, Young Uk Park, Jin Ho Kim

Monotonic Loading Test for CFT Square Column-to-Beam Partially Restrained Composite Connection, Journal of Korean Society of Steel Construction, 17(3)

- Sung Mo Choi​, Do Seop Chung, Jin Ho Kim, Dae Jung Kim

An Experimental Study on Seismic Performance Improvement of Concrete Filled Tubular Square Column-to-Beam Connections with Combined Cross Diaphragm, Architectural Institute Of Korea, 21(8)

- Sung Mo Choi​, Seong Hui Lee, Jin Ho Kim

Structural Behavior of Tension Joint with High-Strength Bolted Split-Tee, Architectural Institute Of Korea, 21(6)

- Sung Mo Choi​, Su Hee Park, Young Uk Park, Jin Ho Kim

Hysteresis Behavior for CFT Square Column-to-Beam Partially Restrained Composite Connections, Architectural Institute Of Korea, 21(6)

- Sung Mo Choi​, Seong Hui Lee, Jin Ho Kim

An Experimental Study on the Structural Characteristics of Tension Joints with High-Strength Bolted Split-Tee Connection, Journal of Korean Society of Steel Construction, 16(6)

- Jong Uk Song, Su Hee Park, Young Uk Park, Jin Ho Kim, Sung Mo Choi​

An Experimental Study on the Structural Capacities for Partially Restrained Composite CFT Column-to-Beam Connection, Architectural Institute Of Korea, 24(2)

- Jin An Jeong, Sung Mo Choi

Elasto-Plastic Behavior of Three-Story Concrete Filled Steel Tubular Frames, Architectural Institute Of Korea, 20(7)

- Jin An Jeong, Seong Yeon Seo, Sung Mo Choi

An Experimental Study on Moment Resisting Connection of H-shaped Beam-to-square Tube Column Using Fillet welding, Architectural Institute Of Korea, 20(5)

- Jin An Jeong, Sung Mo Choi

Structural Behavior for H-shaped Beam-to-square Tube Column Connection reinforced with Vertical Stiffeners, Architectural Institute Of Korea, 20(4)

- Ki Hyuk Kwon, Sung Mo Choi, Soo Cheul Lee, Sang Min Cho

Seismic Capacity Strengthened by GFS of Masonry Buildings with Earthquake Damage, Journal of the Korea Institute for Structural Maintenance Inspection, 8(1)

- Sung Mo Choi​, Sung Duk Hong, Yo Suk Kim, Jin Ho Kim

Structural Performances of Tension Side for CFT Square Column-to-Beam Connections with Combined Cross Diaphragm, Architectural Institute Of Korea, 20(1)

- Sung Mo Choi​, ​Yeo Sang Yoon, Yo Suk Kim, Jin Ho Kim

An Experimental Study on Seismic Performance of Concrete Filled tubular Square Column-to-Beam Connections with Combined Cross Diaphragm, Architectural Institute Of Korea, 20(1)

- Sung Mo Choi​, ​Yeo Sang Yoon, Yo Suk Kim, Jin Ho Kim

A Study on Seismic Performance for CFT Square Column-to-Beam Connections Reinforced with Asymmetric Lower Diaphragms, Journal of Korean Society of Steel Construction, 15(5)

- Hye Gyeong Choi, Sung Mo Choi​, Jin Ho Kim

Structural Tensile Capacities of Split-Tee Connection with High Strength Bolts, Journal of Korean Society of Steel Construction, 15(5)

- Sung Mo Choi​, ​Jin Ho Kim, Won Gyeong Noh

Elasto-Plastic Behavior of Steel Beams with High Strength Bolted Splices, Journal of Korean Society of Steel Construction, 15(5)

- Jin An Jeong, iL Seong Yang, Sung Mo Choi

Effects of Axial Force on Deformation Capacity of Steel Encased Reinforced Concrete Beam-Columns, Journal of Korean Society of Steel Construction, 15(3)

- Sung Mo Choi​, Seok Bin Kang, Dae Jung Kim

Hysteresis Performance of CFT Columns subjected to Low Axial Force and Cyclic Lateral Loads, Journal of Korean Society of Steel Construction, 15(2)

- Sung Mo Choi​, Young Uk Park, Seong Hui Lee

A Study on Improving Methods for Structural Performances of LEB(Lightweight Pre-Engineered Building) System, Architectural Institute Of Korea, 19(12)

- Jin Ho Kim, Hae Sung Woo, Sung Mo Choi

Design Code and Resistance Capacity for the Slip-Critical Connections of High Strength Bolts, Architectural Institute Of Korea, 19(4)

- Jin An Jeong, iL Seung Yang, Sung Mo Choi

Elasto-Plastic Flexural Behavior of Steel-Concrete Composite Column Base Employing Cast Steel Base Plate, Architectural Institute Of Korea, 19(2)

- ​Sung Duk Hong, Yo Suk Kim, Sung Mo Choi

A Study of Moment-Rotation Relationship for CFT Column-to-Beam Connections, Architectural Institute Of Korea, 19(1)