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Volumn 10, Issue 1, 2004, Pages

Experimental behaviour of composite girders with steel undulating web and thin-walled shear connectors hilti stripcon

Author keywords

Actuated fastener; Composite girder; Powder; Shear connector; Stripcon; Test; Undulating web

Indexed keywords

BUCKLING; DEFLECTION (STRUCTURES); DUCTILITY; ELASTICITY; FLANGES; REINFORCEMENT; STEEL; THIN WALLED STRUCTURES;

EID: 2942587261     PISSN: 13923730     EISSN: 18223605     Source Type: Journal    
DOI: 10.1080/13923730.2004.9636285     Document Type: Article
Times cited : (12)

References (8)
  • 1
    • 2942574167 scopus 로고    scopus 로고
    • Fatigue of girders with undulating webs
    • Eurostee. Coimbra
    • Machacek, J.; Tuma, M. Fatigue of girders with undulating webs. In: Proc Steel Structures, Eurostee. Coimbra: 2002, p. 523-532.
    • (2002) Proc Steel Structures , pp. 523-532
    • Machacek, J.1    Tuma, M.2
  • 3
    • 2942548768 scopus 로고    scopus 로고
    • Shear connectors for composite steel and concrete beams
    • Sofia: May
    • Studnicka, J.; Machacek, J.; Bouska, P. Shear connectors for composite steel and concrete beams. In: Proc Scientific Session VSU, Vol 1. Sofia: May 2001, p. 60-65.
    • (2001) Proc Scientific Session VSU , vol.1 , pp. 60-65
    • Studnicka, J.1    Machacek, J.2    Bouska, P.3
  • 4
    • 2942514237 scopus 로고    scopus 로고
    • Shear connectors for composite steel and concrete structures
    • Studnicka, J.; Machacek, J. Shear connectors for composite steel and concrete structures. Structural horizon (Stavebni obzor), Vol 10, No 7, 2001, p. 193-199.
    • (2001) Structural Horizon (Stavebni Obzor) , vol.10 , Issue.7 , pp. 193-199
    • Studnicka, J.1    Machacek, J.2
  • 7
    • 21244475290 scopus 로고    scopus 로고
    • Design of composite steel and concrete structures. Part 1.1, General rules and rules for buildings
    • prEN 1994-1-1, CEN
    • prEN 1994-1-1 Design of composite steel and concrete structures. Part 1.1, General rules and rules for buildings. Final Draft, CEN, 2002.
    • (2002) Final Draft


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.