캡형 전단연결재를 적용한 강판-콘크리트 합성부재의 휨 및 접합부 특성 평가 = Bending and Connection Characteristic Evaluation of Steel Plate-Concrete Composite Member applying Cap-type Shear Connector
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캡형 전단연결재를 적용한 강판-콘크리트 합성부재의 휨 및 접합부 특성 평가 = Bending and Connection Characteristic Evaluation of Steel Plate-Concrete Composite Member applying Cap-type Shear Connector' 의 주제별 논문영향력
논문영향력 요약
주제
강판-콘크리트 합성보
보-기둥 접합부
전단연결재
합성보
휨성능
동일주제 총논문수
논문피인용 총횟수
주제별 논문영향력의 평균
192
0
0.0%
주제별 논문영향력
논문영향력
주제
주제별 논문수
주제별 피인용횟수
주제별 논문영향력
주제어
강판-콘크리트 합성보
1
0
0.0%
보-기둥 접합부
54
0
0.0%
전단연결재
34
0
0.0%
합성보
47
0
0.0%
휨성능
56
0
0.0%
계
192
0
0.0%
* 다른 주제어 보유 논문에서 피인용된 횟수
0
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캡형 전단연결재를 적용한 강판-콘크리트 합성부재의 휨 및 접합부 특성 평가 = Bending and Connection Characteristic Evaluation of Steel Plate-Concrete Composite Member applying Cap-type Shear Connector' 의 참고문헌
William T. Segui (2007) Steel Design Fourth Edition, Thomson, Toronto, Canada.
W. SAMUEL EASTERLING, DAVID r. GIBBINGS, THOMAS M. MURRAY(1993), Strength of Shear Studs in Steel Deck on Composite Beams and Joists, ENGINEERING JOURNAL, AMERICAN INSTITUTE OF STEEL CONSTRUCTION, SECOND QUARTER, pp.44-55.
Viest,I.M., Colaco,J.P., Furlong, R.W., Griffis, L.G., Leon,R.T .and Wyllie, L.A., Jr. (1997) Composite Construction: Design for Buildings, McGraw-Hill, New York, NY.
Viest, I.M., Siess, C.P., Appleton, J.H. and Newmark, N. (1952) Full-Scale Tests of Channel Shear Connectors and Composite T-Beams, Bulletin Series No. 405, Vol. 50, No. 29, University of Illinois Engineering Experiment Station, University of Illinois, Urbana, IL.
Timoshenko, S.P. and Gere, J.M. (1961) Theory of Elastic Stability, McGraw-Hill Book Company, New York, NY.
Teruhiko Yoda, Keita NAKASU (1999) DESIGN OF PERFOBOND IN COMPOSITE GIRDERS WITH CORRUGATED STEEL WEBS, Proceedings of 5th Korea-Japan Joint Seminar on Steel Bridges (JSSB-KJ5), pp. 135-141.
Slutter, R.G. and Driscoll, G.C. (1965) Flexural Strength of Steel-Concrete Composite Beams, Journal of the Structural Division, ASCE, Vol. 91, No. ST2, pp. 71-99.
Roland Bartschi (1975) Load-Bearing Behaviour of Composite Beams in Low Degrees of Partial Shear Connection, Doctor of Technical Sciences, Swiss Federal Institute of Technology Zurich
Robert Englekirk (1994) Steel Structures Controlling Behavior Through Design, Willy, USA.
Pallares,L. and Hajjar, J.F. (2010a) Headed Steel Stud Anchors in Composite Structures : PartⅡ Tension and Interaction ,Journal of Constructional Steel Research, Vol. 66, No. 2, pp. 213-228.
Pallares, L. and Hajjar, J.F. (2010b) Headed Steel Stud Anchors in Composite Structures : PartⅠ. Shear Journal of Constructional Steel Research, Vol. 66, No. 2, pp. 198-212.
Ollgaard, H.G., Slutter, R.G., & Fischer, J.D. (1971) Shear strength of Stud Connectors in Lightweight and Normalweight Concrete, AISC-Eng. Journal, pp.55-64.
Oguejiofor, E.C., and Hosain, M.U. (1992) Behavior of Perfobond Rib Shear Connectors in Compossite Beams:Full Size Test, Canadian Journal of Civil Engineering, Vol.19, No.2, pp.224-235.
Mainstone, R., and Menzies, J.B., (1976), Shear Connectors in Steel-Concrete Composite Beams for Bridges, Part 1&2, Concrete, Vol.38, pp.33-103.
Louis F. Geschwindner (2008) Unified Design of Steel Structures, Wiley, USA.
Leon, R.T., Rassati, G.A.(2004) Component Modeling of PR Composite Frames under Cyclic and Dynamic Loading: Numerical Modeling, International Journal of Steel Structures, Vol. 4, No.3, pp.131-140.
Leon, R.T., Hoffman, J. and Staeger, T.(1996) Design of Partially-Restrained Composite Connections, Design Guide 8, AISC, Chicago, IL.
Leon, R.T.(1990) Serviceability of Composite Floor, Proceedings of the 1990 National Steel Construction Conference, AISC, pp.18:1-18:23.
Leon, R.T. and Alsamsam, I. (1993) Performance and Serviceability of Composite Floor, Structural Engineering in Natural Hazards Mitigation, Proceedings of the ASCE Structures Congress, ASCE, pp.1,479-1,484.
Jianguo Nie, C.S. Cai, P.E., M.ASCE(2003), Steel-Concrete Composite Beams Considering Shear Slip Effects, JOURNAL OF STRUCTURAL ENGINEERING, Apr. 2003, pp.495-506.
Grant, J.A., Fisher, J.W. and Slutter, R.G. (1997) Composite Beams with Formed Steel Deck, Engineering Journal, AISC, Vol. 14, No. 1, pp. 24-43.
Eurocode 4 (1992) Design of Composite Steel and Concrete Structures, Part 1.1, ENV 1944-1-1.
Choi, H., Lee, Y.S., Yang, K.Y., Kim, Y.H., Yoon, S.J.(2009), Experimental Investigation on the Hat Shaped Shear Connector Embedded in Concrete, The 5th International Symposium on Steel Structures, pp.1078-1083.
Chen, W.F., Lui, E.M.(1991) Stablitity Design of Steel Frames, CRC Press.
Chen, W.F., Lui, E.M.(1987) Structural Stablitity , ELSEVIER, USA..
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캡형 전단연결재를 적용한 강판-콘크리트 합성부재의 휨 및 접합부 특성 평가 = Bending and Connection Characteristic Evaluation of Steel Plate-Concrete Composite Member applying Cap-type Shear Connector'
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