본문 바로가기 주메뉴 바로가기

SCI

Home Achievement > SCI

 

자료실 목록
2007

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

A Study on Failure Prediction and Design Equation of Concrete Filled Square Steel Tube Columns under Fire Condition, International Journal of Steel Structures, 7, pp. 183-191.

 

- Do-Sub Chung, Dae-Joong  Kim and Jin-Ho Kim and Sung-Mo Choi

An evaluation equation of load capacities for CFT square column-to-beam connections with combined diaphragm, Steel and Composite Structures, 7(4), pp. 303-320.

 

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

Prediction of pre- and post-peak behavior of concrete-filled square steel tube columns under cyclic loads using fiber element method, Thin-Walled Structures, 45(9), pp. 747758.


- Do-Sub Jung, Dae-Joong Kim, Jin-Ho Kim and Sung-Mo Choi

A Study on Failure Prediction and Design Equation of Concrete Filled Square Steel Tube Columns under Fire Condition, Steel and Composite Structures, 17(4) 

2006

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

Modeling Analytical Moment-Rotation Curves of Semi-rigid Connections for CFT Square Column and Steel Beams, Advances in Structural Engineering, 9(5), pp. 697-706.

2005

- Junich Kimura, Jin-An Chung, Chiaki Matsui and Sung-Mo Choi

Structural Characteristics of H-shaped Beam-to-Square Tube Column Connection with Vertical Stiffeners, International Journal of Steel Structures, 5(2), pp. 109-117.

 

- Dong-Kyu Kim, Jin-Ho Kim, Kyung-Soo Chung, Su-Hee Park and Sung-Mo Choi

Experimental Study on Fire Resistance of Concrete Filled Steel Tube Column under Constant Axial Loads, International Journal of Steel Structures, 5(4), pp. 305-313.

 

- Dae-Joong Kim, Jin-Ho Kim, Seong-Hui Lee and Sung-Mo Choi

Experimental Study on Seismic Performance Improvement of Concrete-filled Tubular Square Column-to-Beam Connections with Combined Cross-diaphragm, International Journal of Steel Structures, 5(5), pp. 367-375.


Jin-An Chung, SeonGyon Seo, Chiaki Matsui and Sung-Mo Choi

Hysteresis Behavior of Square Tube Columns to H-Beam Connections with Vertical Stiffeners, Advances in Structural Engineering, 8(6), pp. 651-572.