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Volumn 24, Issue 6, 2002, Pages 509-521

Ultimate punching shear strength analysis of slab-column connections

Author keywords

Aggregate interlock; Compression zone; Dowel action; High strength concrete; Neutral axis depth; Punching; Shear cracking; Slab; Tensile splitting strength

Indexed keywords

COLUMNS (STRUCTURAL); COMPRESSIVE STRENGTH; COMPUTER SIMULATION; FAILURE ANALYSIS; LIGHT WEIGHT CONCRETE; MATHEMATICAL MODELS; PUNCHING; SHEAR STRENGTH; STRUCTURAL LOADS; TENSILE STRENGTH;

EID: 0036885523     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(01)00067-1     Document Type: Article
Times cited : (81)

References (17)
  • 6
    • 84915527016 scopus 로고
    • Contribution of aggregate interlock and dowel forces to the shear resistance of R.C. beams with web reinforcement
    • (1974) ACI Publ , vol.SP-42 , pp. 129-166
    • Swamy, R.N.1    Andriopoulos, A.D.2
  • 10
    • 0010059259 scopus 로고
    • A comparison of British and ACI 318-71 treatments of punching shear
    • (1974) ACI Publ , vol.SP-42 , pp. 881-904
    • Regan, P.E.1
  • 11
    • 84930125802 scopus 로고
    • The shear strength of reinforced concrete members-Slabs
    • ASCE-ACI Committee 426
    • (1974) Structural J , pp. 1543-1590


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.