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Volumn 60, Issue 7, 2008, Pages 511-521

External beam-column joints: Design to Eurocode 2

Author keywords

[No Author keywords available]

Indexed keywords

ANALYSIS AND DESIGNS; BEAM COLUMNS; CASE STUDIES; COLUMN JOINTS; CONCRETE DESIGNS; DESIGN MODELS; EUROCODE; EXTERNAL BEAMS; EXTERNAL-; FIRST PRINCIPLES; JOINT SHEAR STRENGTHS; JOINT STRENGTHS; MAXIMUM MOMENTS; MONOTONIC LOADINGS; REINFORCED CONCRETE BEAMS; SHEAR REINFORCEMENTS; STRUT AND TIES;

EID: 58149457607     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2007.00126     Document Type: Article
Times cited : (13)

References (16)
  • 6
    • 0347720212 scopus 로고    scopus 로고
    • Strut and tie models for the analysis/design of external, beam column joints
    • VOLLUM R. L. and NEWMAN J. B. Strut and tie models for the analysis/design of external, beam column joints. Magazine of Concrete Research, 1999, 51, No. 6, 415-425.
    • (1999) Magazine of Concrete Research , vol.51 , Issue.6 , pp. 415-425
    • VOLLUM, R.L.1    NEWMAN, J.B.2
  • 7
    • 0040370148 scopus 로고    scopus 로고
    • The design of external reinforced concrete beam-column joints
    • and 24, 21.-27
    • VOLLUM R. L and NEWMAN J. B. The design of external reinforced concrete beam-column joints. The Structural Engineer, 1999, 77, Nos 23 and 24, 21.-27.
    • (1999) The Structural Engineer , vol.77 , Issue.23
    • VOLLUM, R.L.1    NEWMAN, J.B.2
  • 9
    • 58149477240 scopus 로고    scopus 로고
    • REYS DE ORTIZ I. Strut and Tie Modelling of Reinforced Concrete Short Beams and Beam-column Joints. PhD Thesis, University of Westminster, 1993.
    • REYS DE ORTIZ I. Strut and Tie Modelling of Reinforced Concrete Short Beams and Beam-column Joints. PhD Thesis, University of Westminster, 1993.
  • 11
    • 0026915114 scopus 로고
    • The effects of detailing on RC beam/column connection, behaviour
    • SCOTT R. H. The effects of detailing on RC beam/column connection, behaviour. The Structural Engineer, 1992, 70, No. 18, 318-324.
    • (1992) The Structural Engineer , vol.70 , Issue.18 , pp. 318-324
    • SCOTT, R.H.1
  • 12
    • 0031072860 scopus 로고    scopus 로고
    • Shear strength within reinforced concrete beam-column joints
    • PARKER D. E. and BULLMAN P. J. M. Shear strength within reinforced concrete beam-column joints. The Structural Engineer, 1997, 75, No. 4, 53-57.
    • (1997) The Structural Engineer , vol.75 , Issue.4 , pp. 53-57
    • PARKER, D.E.1    BULLMAN, P.J.M.2
  • 13
    • 0039152280 scopus 로고
    • Bewehrungsfithrung in Ecken und Rahmenendknoten
    • Berlin, Germany, 93pp
    • KORDINA K. Bewehrungsfithrung in Ecken und Rahmenendknoten. Deutscher Ausschuss fur Stahlbeton, Berlin, Germany, 1984, Part 354, 93pp.
    • (1984) Deutscher Ausschuss fur Stahlbeton , Issue.PART 354
    • KORDINA, K.1
  • 14
    • 27744444753 scopus 로고    scopus 로고
    • Nonlinear analysis of beam-column joints using softened truss model
    • BAKIR P. G. and BODUROGLU H. M. Nonlinear analysis of beam-column joints using softened truss model. Mechanics Research Communications, 2006, 33, No. 2, 134-147.
    • (2006) Mechanics Research Communications , vol.33 , Issue.2 , pp. 134-147
    • BAKIR, P.G.1    BODUROGLU, H.M.2
  • 15
    • 58149469268 scopus 로고    scopus 로고
    • Effect of transverse beams and slab on behaviour of reinforced concrete beam-to-column connections
    • March-April
    • ESHANI M. R. and WIGHT J. K. Effect of transverse beams and slab on behaviour of reinforced concrete beam-to-column connections. ACI Structural Journal, 1985, 82, March-April, 188195.
    • ACI Structural Journal , vol.1985 , Issue.82 , pp. 188195
    • ESHANI, M.R.1    WIGHT, J.K.2
  • 16
    • 2542591907 scopus 로고    scopus 로고
    • Towards the design of eccentric beam-column joints
    • VOLLUM R. L. and NEWMAN J. B. Towards the design of eccentric beam-column joints. Magazine of Concrete Research, 1999, 51, No. 6, 397-407.
    • (1999) Magazine of Concrete Research , vol.51 , Issue.6 , pp. 397-407
    • VOLLUM, R.L.1    NEWMAN, J.B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.