[ISSS, 11.05-11.07, Jeju, Korea]

- Seung Jae Lee, Sung Hoon Choi, Yu Ri Ahn, Jong Wook Song, Jae Hwan Kyung, Sung Mo Choi

The deflection of preloaded deep decks

[ASCCS, 12.03-12.05, Beijing, China]

- Sung Hoon Choi, Jae Hwan Kyung, Do Kyun Kim, Do An Kim, Sung Mo Choi

Experimental Study on Flexural Performance of Cap Deck Composite Slabs applied the Pre-Tensioning Tension Elements

- Seung Jae Lee, Jong Wook Song, Yong Pil Park, Young Ho Won, Sung Mo Choi

Pre-cambered cap decks for 7.5m span structures without supports

[EASEC, 09.11-09.13, Sapporo, Japan]

- Sun Hee Kim, Min Uk Kang, Kyong Soo Yom, Sung Mo Choi

STRUCTURAL RERPERMANCE OF WELDED BUILT-UP SQUARE CFT COLUMN WITH STEEL FIBER

- Sung Mo Choi, Won Sik Lee, Kyoung Jin Oh, Sang Woo Lee, Ji Young Moon

STRUCTURAL BEHAVIOR OF H-SHAPED BRACE REINFORCED WITH NON-WELDED COLD-FORMED ELEMENT

[ASFE, 10.20-10.25, Minnesota, U.S.A.]

- Sun Hee Kim, Kyong Soo Yom, Sung Mo Choi

FIRE RESISTANCE PERFORMANCE OF WELDED BUILT-UP SQUARE CFT COLUMNS WITH REDUCED INTUMESCENT PAINT

[CTBUH, 09.19-09.21, Shanghai, China]

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

Strength Evaluation for Cap Plate on the Node Connection in Circular Steel Tube Diagrid System

[EASEC, 01.26-01.28, Hong Kong SAR, China]

- Jae Woo Park, Young Kyun Hong, Gi Seop Hong, Jin Ho Kim, Sung Mo Choi

DESIGN FORMULAS OF CONCRETE FILLED CIRCULAR STEEL TUBES REINFORCED BY CARBON FIBER REINFORCED PLASTIC SHEETS

- Jae Yong Ryoo, Heung Seok Chae, Kyong Soo Chung, Sung Mo Choi

A STUDY ON STRUCTURAL PERFORMANCE OF END-REINFORCED STEELBEAM SYSTEM

- Seong Hee Lee, Sun Hee Kim, Jung Seok Bang, Yong An Won, Sung Mo Choi

Structural Characteristics of Welded Built-up Square Concrete Filled Tubular Stub Columns Associated with Concrete Strength

[CTBUH, 10.10~10.12, Seoul, Korea]

- Jae Woo Chae, Jung Seok Bang, Yoon Sang Kwon, Sung Mo Choi

Structural System of Bundle-type Skyscrapers

- MIn Kyu Kim, Sung Mo Choi

An Economical Analysis on 1 Mile-Scale Skyscrapers Utilizing the Outrigger System

[ASCCS, 10.28~10.30, Guangzhou, China]

- Jai Woo Park, Young Hwan Choi, Jung Seok Bang, Yong Ahn Won, Sung Mo Choi

A comparison of axial behavior for CFRP strengthened CFT columns

- Sun Hee Kim, Hyun Chyul Lee, Yoon Sang Kwon, Kyong Soo Yom, Sung Mo Choi

An Experimental study on the Behavior of New shape built-up Square Column to beam Connection

- Jae yong Ryoo, Sung mo Choi, Heung suk Chae, Kyung soo Chung, Heon keun Oh

An Analytical Study on the Hysteresis Behavior of Composite-beam Characterized by End- einforcement with Steel plates and Concrete

[ISSS, 11.03-11.05, Seoul, Korea]

- Jai Woo Park, Jae Yong Ryoo, Young Ho, Kim, Heon Keun Oh, Sung Mo Choi

Design Formulas of CFRP strengthened CFT short columns applied by ACI 318-440 CODE

- Yong An Won, Sun Hee Kim, Joong Seok Bang, Sung Mo Choi

Evaluation of the Residual Strength of Reinforced CFT Columns through Unloaded Heating Test

- Seong Hui Lee, Se Jung Lee, Sang Hyeon Jeon, Do Gyun Kim, Sung Mo Choi

Structural Stability for Ponding of Deep Steel Deck by In-situ Concrete

- Sun Hee Kim, Yoon Sang Kwon, Kyung Soo Chung, Heong Seok Chae, Sung Mo Choi

Study on the Fire Resistance of the Concrete Filled Tube Columns Associated with the Types of Fire Protection

[Asia Steel International Conference, 05. 2006]

- Seismic Performance for CFT Square Column-to-Beam Connections Reinforced with Asymmetric Lower Diaphragms

[Association for International Cooperation and Research in Steel-Concrete Composite Structures(ASCCS), 08. 2006]

- Su Hee Park 

Review of Material Properties for Predicting the fire Resistance of Concrete Filled steel Square Tube Column using the Numerical Method

- Seong Hui Lee

A Study on Structural Characteristics of Beam-Column Connections with End-Plate

-Proposed Strength Formula for Concrete-Filled Square Hollow Tubular Section Column- Beam Pinned Connections

[International Symposium on Steel Structures(ISSS), 11. 2006]

- A Study on Failure Prediction and Design Equation for Concrete-Filled Square Steel Tube Columns under Fire Condition

- Detail Improvement for Ductility Capacity of Beam-to-Column Connections with End- Plate

- Evaluation of Structural Safety of Long-span One-storied Warehouse Building Based on Non-linear Analysis