본문 바로가기 주메뉴 바로가기

International Conference

Home Achievement > International Conference

 

자료실 목록
2011

[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

2006

[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

2005

[Proceedings of International Symposium on Steel Structure, 03. 2005]

- An Experimental Study on Seismic Performance Improvement of Concrete Filled Tubular Square Column-to-Beam Connections with Combined Cross Diaphragm


- Hysteresis Behavior for CFT Square Column-to-Beam Partially Restrained Composite Connections


- A Study on Seismic Performance for CFT Square Column-to-Beam Connections Reinforced Asymmetric Lower Diaphragms

2004

[Pacific Structural Steel Conference, 04. 2004]

- Structural Capacities of Tension Side for CFT Square Column-to-Beam Connections with Combined Cross Diaphragm


- An Experimental Study on Seismic Performance of Concrete Filled Tubular Square Column-to-Beam Connections with Combined Cross Diaphragm

2003

[ASSCCA, 2003. 06]

- Experimental Study on The Mechanical and Clamping Properties of F13T Grade High Strength Bolts


- A Moment-Rotation Curve for CFT Square Columns and Steel Beams according to Reliability Analysis