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Volumn 60, Issue 2, 2004, Pages 199-220

Experimental evaluation of effective width in steel-concrete composite beams

Author keywords

Composite beam; Effective width; Experimental test; Shear lag; Steel concrete

Indexed keywords

BENDING MOMENTS; COMPOSITE BEAMS AND GIRDERS; CONCRETE BEAMS AND GIRDERS; CONCRETE SLABS; ELASTICITY;

EID: 0344530536     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2003.08.007     Document Type: Article
Times cited : (65)

References (14)
  • 1
    • 0015049044 scopus 로고
    • Shear strength of stud connectors in lightweight and normal weight concrete
    • Ollgard J.G. Slutter R.G. Fisher J.W. Shear strength of stud connectors in lightweight and normal weight concrete AISC Eng J 1971 55-64
    • (1971) AISC Eng J , pp. 55-64
    • Ollgard, J.G.1    Slutter, R.G.2    Fisher, J.W.3
  • 2
    • 0006443871 scopus 로고
    • Sulla larghezza collaborante ed altri aspetti di iterazione nelle travi composte di acciaio e calcestruzzo
    • Montecatini (Italy), October
    • Carbone V. Nascè V. Sulla larghezza collaborante ed altri aspetti di iterazione nelle travi composte di acciaio e calcestruzzo Proceedings of the Tenth C.T.A. Conference, Montecatini (Italy), October 1985 121-135
    • (1985) Proceedings of the Tenth C.T.A. Conference , pp. 121-135
    • Carbone, V.1    Nascè, V.2
  • 3
    • 0027307255 scopus 로고
    • A simplified method for the determination of the effective width due to shear lag effects
    • Sedlacek G. Bild S. A simplified method for the determination of the effective width due to shear lag effects J Constr Steel Res 24 1993 155-182
    • (1993) J Constr Steel Res , vol.24 , pp. 155-182
    • Sedlacek, G.1    Bild, S.2
  • 4
    • 0035148676 scopus 로고    scopus 로고
    • Time-dependent analysis of shear-lag effect in composite beams
    • Dezi L. Gara F. Leoni G. Time-dependent analysis of shear-lag effect in composite beams J Eng Mech, ASCE 127 1 2001 71-79
    • (2001) J Eng Mech, ASCE , vol.127 , Issue.1 , pp. 71-79
    • Dezi, L.1    Gara, F.2    Leoni, G.3
  • 5
    • 85030937200 scopus 로고
    • Common unified rules for composite steel and concrete structures. ENV 1-1
    • Eurocode 4. Common unified rules for composite steel and concrete structures. ENV 1994-1-1.
    • (1994) Eurocode , vol.4
  • 6
    • 85030937635 scopus 로고    scopus 로고
    • National Research Committee., Istruzioni per l'impiego nelle costruzioni. CNR 10016/00, [in Italian]
    • National Research Committee. Travi composte di acciaio e calcestruzzo. Istruzioni per l'impiego nelle costruzioni. CNR 10016/00, 2000 [in Italian].
    • (2000) Travi Composte Di Acciaio E Calcestruzzo
  • 7
    • 0006407237 scopus 로고
    • Composite action between beams and slabs under transverse load
    • May
    • De G. Allen D.N. Severn R.T. Composite action between beams and slabs under transverse load The Struct Eng May 1961 149-154
    • (1961) The Struct Eng , pp. 149-154
    • De, G.1    Allen, D.N.2    Severn, R.T.3
  • 10
    • 0037082638 scopus 로고    scopus 로고
    • Effective width evaluation for steel-concrete composite beams
    • Amadio C. Fragiacomo M. Effective width evaluation for steel-concrete composite beams J Constr Steel Res 58 3 2000 373-388
    • (2000) J Constr Steel Res , vol.58 , Issue.3 , pp. 373-388
    • Amadio, C.1    Fragiacomo, M.2
  • 14
    • 85030951775 scopus 로고    scopus 로고
    • A new effective F.E. formulation for studying the long-term behaviour of continuous steel-concrete composite beams
    • (WCCM V), July 7-12, Vienna, Austria
    • Amadio C. Fragiacomo M. Macorini L. A new effective F.E. formulation for studying the long-term behaviour of continuous steel-concrete composite beams Proceedings of the Fifth World Congress on Computational Mechanics (WCCM V), July 7-12, Vienna, Austria 2002
    • (2002) Proceedings of the Fifth World Congress on Computational Mechanics
    • Amadio, C.1    Fragiacomo, M.2    Macorini, L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.