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Volumn 16, Issue 2, 2010, Pages 189-196

The quasi-ductile resistance of compressed spun concrete beam-columns

Author keywords

Compression test; Eccentric loading; High Strength steel; Spun concrete; Tubular members

Indexed keywords

BEAM-COLUMNS; COMPRESSION TESTS; CONCRETE BEAM; CONCRETE MEMBERS; CONCRETE SPECIMENS; CROSS SECTION; ECCENTRIC LOADING; HIGH-STRENGTH STEELS; PRE-CAST; TEST DATA; TEST MATERIALS; TESTING PROCEDURE; TUBULAR MEMBERS;

EID: 77953734996     PISSN: 13923730     EISSN: 18223605     Source Type: Journal    
DOI: 10.3846/jcem.2010.20     Document Type: Article
Times cited : (9)

References (18)
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  • 2
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    • Aksomitas, G.A.1    Kudzys, A.P.2
  • 3
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    • High performance concrete mixtures for spun cast concrete poles
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    • Dilger, W.H.1    Rao, S.V.K.M.2
  • 4
    • 54049133233 scopus 로고    scopus 로고
    • Effect of concrete age specification on the reliability of HSC columns
    • Eds. G. Augusti, G. J. Schuëller, M. Ciampoli. Millpress, Rotterdam
    • Diniz, S. M. C. 2005. Effect of concrete age specification on the reliability of HSC columns, ICOSSAR. Eds. G. Augusti, G. J. Schuëller, M. Ciampoli. Millpress, Rotterdam, 565-572.
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    • Diniz S.M, C.1
  • 7
    • 38749085844 scopus 로고
    • Strength and deformation of prestressed concrete elements
    • John Wiley and Sons, New York
    • Gonźlez, O. M.; Robles, F.; D́az De Cosśo. 1974. Strength and deformation of prestressed concrete elements, in Reinforced Concrete Engineering, John Wiley and Sons, New York, 194-301
    • (1974) Reinforced Concrete Engineering , pp. 194-301
    • Gonźlez, O.M.1    Robles, F.2    D́az De Cosśo3
  • 9
    • 20444374815 scopus 로고    scopus 로고
    • Application of fiber reinforced high performance composites in spun-cast elements
    • Kaufmann, J. P.; Hesselbarth Moser, K.; Terrasi, G. P. 2005. Application of fiber reinforced high performance composites in spun-cast elements, Materials and Structures 38: 549-555.
    • (2005) Materials and Structures , vol.38 , pp. 549-555
    • Kaufmann, J.P.1    Hesselbarth Moser, K.2    Terrasi, G.P.3
  • 10
    • 70349595033 scopus 로고    scopus 로고
    • The limit state design of spun concrete columns using load combinations recommended by EN 1990 and ASCE/SEI 7-05
    • 10.3846/1392-3730.2009.15.289-297
    • Kudzys, A.; Kliukas, R. 2009. The limit state design of spun concrete columns using load combinations recommended by EN 1990 and ASCE/SEI 7-05, Journal of Civil Engineering and Management 15(3): 289-297. doi:10.3846/1392- 3730.2009.15.289-297
    • (2009) Journal of Civil Engineering and Management , vol.15 , Issue.3 , pp. 289-297
    • Kudzys, A.1    Kliukas, R.2
  • 11
    • 58149302507 scopus 로고    scopus 로고
    • Precast spun concrete piers in road bridges and footbridges
    • 10.3846/1822-427X.2008.3
    • Kudzys, A.; Kliukas, R. 2008. Precast spun concrete piers in road bridges and footbridges, The Baltic Journal of Road and Bridge Engineering 3(4): 187-197. doi:10.3846/1822-427X.2008.3.187-197
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  • 12
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    • Utilization of high-strength spun concrete and reinforcing steel in compressive structures
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  • 16
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    • Flexural behaviour of concrete-filled steel hollow sections beams
    • 10.3846/1392-3730.2008.14.5
    • Soundararajan, A.; Shanmugasundaram, K. 2008. Flexural behaviour of concrete-filled steel hollow sections beams, Journal of Civil Engineering and Management 14(2): 107-114. doi:10.3846/1392-3730.2008.14.5
    • (2008) Journal of Civil Engineering and Management , vol.14 , Issue.2 , pp. 107-114
    • Soundararajan, A.1    Shanmugasundaram, K.2
  • 17
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    • The evaluation of strength of reinforced concrete members of ring cross-section
    • (in Russian)
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