References
- 김성배, 김상섭, 이원록, 김정연, 이승배, 유덕수, 김대회 (2012) 신형상 U형 하이브리드 합성보의 휨성능에 대한 연구, 한국강구조학회논문집, 한국강구조학회, 제24권, 제5호, pp.521-534. Kim, S.B., Kim, S.S., and Lee, W.R. (2012) Study on the Flexible Strength of U-shape Hybrid Composite Beam, Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.5, pp.521-534 (in Korean).
- 류재호, 박세호, 주영규, 김상대(2011) GFRP를 이용한 경량합성바닥의 휨성능에 대한 실험적 평가, 한국강구조학회논문집, 한국강구조하기회, 제23권, 제1호, pp.125-135. Ryu, J.H., Park, S.H., Ju, Y.K., and Kim, S.D. (2011) An Experimental Evaluation on Flexural Performance of Light-Weight Void Composite Floor using GFRP, Journal of Korean Society of Steel Construction, KSSC, Vol.23, No.1, pp.125-135 (in Korean).
- 허병욱, 배규웅, 문태섭(2004) 매입형(슬림플로어) 합성보의 휨성능 평가 -춤이 깊은 데크플레이트와 비대칭 H형강청골보-, 한국강구조학회논문집, 한국강구조학회, 제16권, 제2호, pp.235-246. Heo, B.W., Bae, K.W., and Moon, T.S. (2004) Flexural Capacity of the Encased(Slim Floor) Composite Beam with Deep Deck Plate, Journal of Korean Society of Steel Construction, KSSC, Vol.16, No.2, pp.235-246 (in Korean).
-
김상섭, 박동수, 부윤섭(2012) 자중저감 철선일체형 중공데크플레이트 슬래브를 사용한 합성보의 휨내력 및
$CO_2$ 감소량 평가, 한국강구조학회논문집, 한국강구조학회, 제24권, 제3호, pp.5313-323. Kim, S.S., Park, D.S., and Boo, Y.S. (2012) Flexural Capacity and$CO_2$ Reduction Evaluation for Composite Beam with Weight Reducing Steel Wire-Integrated Void Deck Plate slab, Journal of Korean Society of Steel Construction, KSSC, Vol.24, No.3, pp.313-323 (in Korean). - Slutter, R.G. and Driscoll, G.C. (1965) Flexural Strength of Steel-Concrete Composite Beams, Journal of the Structural Division, ASCE, Vol.91, No.ST 2.
- Viest, 1.M., Siess, C.P., Appleton, J.H., Newmark, N.M. (1952) Full Scale Ttests Of Channel Shear Connectors and Composite T-Beams, University of Illinois Bulletin No. 405.
- 이은택, 이상훈, 장보라(2008) 층고절감을 위한 반플림슬로어 합성보 휨성능 평가, 한국강구조학회논문집, 한국강구조하기회, 제20권, 제1호, pp.165-173. Lee, E.T., Lee, S.H., and Jang, B.R. (2004) Flexural Performance Evaluation of Semi-slim floor Composite Beams for Reduction of Story Height, Journal of Korean Society of Steel Construction, KSSC, Vol.20, No.1, pp. 165-173 (in Korean).
- Siess, C.P., Viest, I.M., and Newmark, N.M. (1952) Studies Of Slab Aad Beam Bridges, Part III - Small Scale Tests Of Shear Connectors And Composite T-beams, University of Illinois Bulletin No.396.
- Thurlirnann, B. (1958) Composite Beams With Stud Shear Connectors, Highway Research Board, National Academy of Science Bulletin No.174.
- CEN (2001) prEN 1994-1-1:2001: Draft No.2 of Eurocode 4, Design of Composite Steel and Concrete Structures Part 1.1: General Rules and Rules for Buildings, Comite Europeen de Normalisation (CEN), Brussels, Belgium.
- 김영주, 배재훈, 안태상, 장동운(2014) 합성보에 적용된 앵글 전단연결재의 Push-out 실험, 한국강구조학회논문집, 한국강구조학회, 제26권, 제3호, pp.155-167. Kim, Y.J., Bae, J.H., Ahn, T.S., and Jang, D.W. (2014) Push-out Test on Welded Angle Shear Connectors used in Composite Beams, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.1, pp.155-167 (in Korean).
- 김영주, 배재훈, 안태상, 김진원, 유홍식(2014) SRC기둥-H형단면과 U형단면으로 구성된 합성보 접합부의 반복가력실험, 한국강구조학회논문집, 한국강구조학회, 제26권, 제4호, pp.263-275. Kim, Y.J., Bae, J.H., Ahn, T.S., KIm, J.W., and Ryu, H.S. (2014) Cyclic Loading Test on Connection of SRC Column- Composite Beam Consisting of H-section and U-section Members, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.4, pp.263-275(in Korea).
- 김영주, 배재훈, 안태상, 장성훈(2014) 중력하중을 받는 SRC기둥-합성보 접합부 실험, 한국강구조학회논문집, 한국강구조학회, 제26권, 제5호, pp.441-452. Kim, Y.J., Bae, J.H., Ahn, T.S., and Jang, S.H. (2014) Test of SRC Column-to-Composite Beam Connection Under Gravity Loading, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.5, pp.441-452 (in Korea).
- 한국강구조학회(2011) 하중저항계수설계법에 의한 강구조설계기준 해설, 한국강구조학회. KSSC (2011) Korean Steel Structure Design Code and Commentary; Load and Resistance Factored Design, KSSC.
- AISC, Manual of Steel Construction : Load and Resistance Factor Design America Institute of Steel Construction.
- AISC, Partially Restrained Composite Connections : Load and Resistance Factor Design America Institute of Steel Construction.
- ANSI/ASCE (1985) Specifications for the Design and Construction of Composite Slabs and Commentary on Specifications for Design and Construction of Composite Slabs, American Society of Civil Engineers, p.56.
- 대한건축학회 (2009) 건축구조설계기준 및 해설(KBC2009), 기문당. AIK (2009) Korean Building Code and Commentary- Structural, Architectural Institute of Korea (in Korean).
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