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International Conference

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2002

[2002년도 한국강구조학회 학술발표대회; 06]

- 차은지, 김요숙, 최성모

  직각판형 외다이아프램 각형강관 기둥-H형강 보 접합부의 신뢰성 해석

- 홍성덕, 김요숙, 최성모, 김진호

  축방향성을 고려한 CFT 기둥-보 접합부의 복합십자형 다이아프램 구조성능 평가

- 마영민, 최성모, 김진호, 김석중

  Split Tee 인장접합부 각국설계기준의 비교연구

- 우해성, 김진호, 최성모

  고력볼트 마찰접합부 각국 설계기준의 비교연구


[2001년도 한국강구조학회 학술발표대회; 06]

- 채용수, 최성모, 김동규

  직각판 보강형식 각형강관기둥-H형강보 반강접 접합부를 가진 골조의 탄소성거동에 관한 해석적 연구

- 우해성, 김진호, 최성모, 김동규 .

  콘크리트충전 강관기둥의 부착성능에 관한 실험적 연구

 

[2001년도 한국지진공학회 학술발표대회; 09]

- 최성모, 권기혁, 노현섭

  2층 조적조 건축물의 지진 응답에 대한 실험연구

 

[2001년도 대한건축학회 학술발표대회; 10]

- 노현섭, 최성모, 권기혁

  2층 조적조 건축물에 대한 모의 진동대 실험

- 전재영, 최성모, 김동규

 외다이아프램형 콘크리트충전 원형강관기둥-철골보 접합부의 국부인장내력에 관한 해석적연구

- 박근석, 고동우, 최성모, 권기혁, 이한선

  1/12 축소 철근콘크리트 주상복합건물의 진동대 실험

2016

[CSS, 09.22-09.24, Las Vegas, USA]

- Jeong Su, Ju, Ji Su, Kang, Bu Kyu, Kim, Hwan Seon, Nah, Sung Mo, Choi

  A Study on Application of Surveillance Technology regarding Axial Force of Anchor bolt for Nuclear Facilities

- SeulKi Hwang, YongPil Park, YounSang Kwon, SunHee Kim, SungMo Choi

  Analytical Study on Structural Behavior of H-Shaped Brace with Non-Welded Buckling Restraint Element depending on Reinforcement Rate

 

[PSSC, 10.29-10.31, Shanghai, China]

- Seul-Ki Hwang, Jeong-Su Ju, Sun-Hee Kim, Hwan-Seon Nah, Bu-Kyu Kim, Sung-Mo Choi

  EVALUATION OF COMPRESSIVE PERFORMANCE ACCORDING TO REINFORCEMENT LENGTHS AND QUANTITIES OF H-SHAPED BRACE STIFFENERS

- Ji-Su Kang, Gyo-Cheon Kim, Jong-Wook Song, Jae-Hwan Kyung, Yong-Pil Park, Sung-Mo Choi

  DEFLECTION CONTROL IN SUPPORTLESS 9M DEEP DECK SYSTEM BY PRELOADING

2011

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

- J. W. Park, Y. K. Hong, G. S. Hong, J. H. Kim, S.M. Choi

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

- J. Y. Ryoo, H. S. Chae, K. S. Chung, S. M. Choi

  A STUDY ON STRUCTURAL PERFORMANCE OF END-REINFORCED STEELBEAM SYSTEM

- S. H. Lee1, S. H. Kim, J. S. Bang, Y. A. Won, S. M. 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

 

[ASCCS, 10.28~10.30, Guangzhou, China]

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

  A comparison of axial behavior for CFRP strengthened CFT columns

- Kim, SunHee, Lee, HyunChyul, Kwon, YounSang, Yom, KyongSoo, Choi, Sung Mo

  A Study on Structural Performance of New Shape Built-up Square Column-to-beam Connections with Through Diaphragms

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

  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]

- Jaiwoo, Park, Jaeyong, Ryoo, Youngho, Kim, Heonkeun, Oh, Sungmo, Choi

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

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

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

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

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

- SunHee, Kim, Youn Sang,Kwon, KyungSoo, Chung, HeongSeok, Chae, SungMo, Choi

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

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.