1 |
이성희, 정헌모, 김대중, 김진호 최성모(2008) 용접조립 각형CFT기둥-보 외다이아프램 접합부의 구조특성, 한국강구조학회논문집, 한국강구조학회, 제20권, 제6호, pp.711-722. (Lee, S.H., Jung, H.M., Kim, D.J., Kim, J.H., and Choi, S.M. (2008) Structural Characteristic Welded Built up Square CFT Column to Beam Connection with External Diaphragm. Journal of Korean Society of Steel Construction, KSSC, Vol.20, No.6, pp.711-722 (in Korean)).
과학기술학회마을
|
2 |
日本建築學會(1997) "コンクリト充鋼管構造設計施 工指針" (AIJ (1997) Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures, Architecture Institute of Japan, Japan (in Japanese)).
|
3 |
日本建築學會(1994) "鋼管構造の擧動と設計に關 する最 近の究". (AIJ (1994) Recent Research for Behavior and Design of Tubular Structures, Architecture Institute of Japan, Japan (in Japanese)).
|
4 |
Matsui, C. (1985) Strength and Behavior of Frames with Concrete Filled Square Steel Tubular Columns Under Earthquake Loading, International Specialty Conference on Concrete Filled Steel Tubular Structural, pp.104-111.
|
5 |
박제한(2008) 용접조립 각형 CFT기둥-보 외다이아프램 접합부의 구조특성에 관한연구, 서울시립대 건축공학과 석사학위논문. (Park, J.H. (2008) A Study on Structural Characteristics of Welded Built-up Square CFT Column to Beam Connection with External Diaphragm, University of Seoul M.S)
|
6 |
AISC (2010) Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction Ins.
|
7 |
KS B 0802 (2003) 금속재료 인장시험벙법, 산업자원부 기술표준원. (KS B 0802 (2003) Method of Tensile Test for Metallic Materials, Korea Agency for Technology and Standards)
|
8 |
오헌근, 김선희, 최성모(2013) 상하이형 다이아프램으로 보강된 2심 냉간성형 각형 CFT기둥-보 접합부의 실험적 연구, 한국강구조학회논문집, 한국강구조학회, 제25권, 제1호, pp.35-45. (Oh, H.K., Kim, S.H., and Choi, S.M. (2013) Experimental Study on Two-Seam Cold Formed Square CFT Column to Beam Connections with Asymmetric Diaphragms, Journal of Korean Society of Steel Construction, Vol.25, No.1 pp.35-45(in Korean)).
과학기술학회마을
DOI
ScienceOn
|
9 |
Choi, S.M., Sang, Y.Y., Kim, D.K., Kim, Y.S., and Kim, J.H. (2006) Experimental Study on Seismic Performance of Concrete Filled Tubular Square Column-to-Beam Connections with Combined Cross Diaphragm, Steel & Composite Structure, Vol.6, No.4, pp.303-317.
DOI
|
10 |
김선희, 방중석, 박영욱, 최성모(2012) 합성반강접 CFT기둥-보 접합부 구조의 경제성 평가, 한국강구조학회논문집, 한국강구조학회, 제24권, 제1호 pp.109-117. (Kim, S.H., Bang, J.S, Park, Y.W., and Choi, S.M. (2012) The Structural Economical Efficiency Evaluation of Partially Restrained Composite CFT Column-to -Beam Connection. Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.1, pp.109-117 (in Korean)).
과학기술학회마을
DOI
ScienceOn
|
11 |
박민수, 김희동, 이명재(2011) 충전성을 개선한 원형 CFT 구조의 기둥-보 접합부 구조적 거동, 한국강구조학회논문집, 한국강구조학회, 제23권, 제6호, pp.737-745. (Park, M.S., Kim, H.D., and Lee, M.J. (2011) Structural Behavior of Beam-to-Column Connection of Circular CFT Structural Improving Concrete Filling. Journal of Korean Society of Steel Construction, KSSC, Vol.23, No.6 pp.737-745 (in Korean)).
과학기술학회마을
|
12 |
김선희, 염경수, 최성모(2013) 내부 앵커형 콘크리트 충전기둥의 내력 및 변형 능력에 관한 연구, 한국강구조학회논문집, 한국강구조학회, 제25권, 제4호, pp.347-357. (Kim, S.H., Kim, S.H., Yom, K.S., and Choi, S.M. (2013) A Study on the Load Carrying Capacity and Deformation capacity of the Internal Anchors Welded Cold Formed Concrete Filled Columns, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.4 pp.347-357 (in Korean)).
|
13 |
Bradford, M.A., Loh, H.Y., and Uy, B. (2002) Slenderness Limits for Filled Circular Steel Tubes, Journal of Constructional Steel Research, pp.243-252.
|
14 |
Fuijimoto, T., Mukai, A., Nishiyama, I., and Sakino, K. (2004) Behavior of Eccentrically Loaded Concrete-Filled Steel Tubular Columns, Journal of Structural Engineering, Vol.130, No.2, pp.203-12.
DOI
ScienceOn
|
15 |
Gourley, B.C. and Hajjar, J.F. (1994) Cyclic Nonlinear Analysis of Three-Dimensional Concrete-Filled Steel tube Beam-Columns and Composite Frames, Structural Engineering Report ST-94-3, University of Minnesota, MN.
|
16 |
Teh, L.H. and Rasmussen, K.J.R. (2007) Strength of Arc-Welded T-Joints Between Equal Width Cold-Formed RHS, Journal of Constructional Steel Research, Vol.63, No.4, pp.571-579.
DOI
ScienceOn
|
17 |
Mursi, M and Uy, B. (2004), Strength of Slender Concrete Filled High Strength Steel Box Columns, Journal of Constructional Steel Research, Vol.60, No.12, pp. 1825-1848.
DOI
ScienceOn
|