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Volumn 57, Issue 3, 2005, Pages 167-177

Punching shear testing of reinforced concrete slabs, and design implications

Author keywords

[No Author keywords available]

Indexed keywords

LOADS (FORCES); MATHEMATICAL MODELS; PARAMETER ESTIMATION; PLASTICITY; SHEAR STRESS; STRAIN; STRUCTURAL DESIGN;

EID: 15244360678     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2005.57.3.167     Document Type: Article
Times cited : (18)

References (9)
  • 1
    • 15244351533 scopus 로고
    • CEB Bull, d' Inf. No. 168. CEB, Lausanne
    • CEB. Punching Shear in Reinforced Concrete. CEB Bull, d' Inf. No. 168. CEB, Lausanne, 1986.
    • (1986) Punching Shear in Reinforced Concrete
  • 6
    • 0025486131 scopus 로고
    • Punching shear behavior of slabs with varying span-depth ratios
    • LOVROVICH J. S. and McLEAN, D. I. Punching shear behavior of slabs with varying span-depth ratios. ACI Structural Journal, 1990, 87, No. 5, 507-511.
    • (1990) ACI Structural Journal , vol.87 , Issue.5 , pp. 507-511
    • Lovrovich, J.S.1    McLean, D.I.2
  • 7
    • 0032122667 scopus 로고    scopus 로고
    • Relationships between flexural and punching failure
    • MENÉTREY P. Relationships between flexural and punching failure. ACI Structural Journal, 1998, 95, No. 4, 412-419.
    • (1998) ACI Structural Journal , vol.95 , Issue.4 , pp. 412-419
    • Menétrey, P.1
  • 8
    • 0032656253 scopus 로고    scopus 로고
    • Punching resistance of RC flat slabs with shear reinforcement
    • GOMES R. B. and REGAN P. E. Punching resistance of RC flat slabs with shear reinforcement. Journal of Structural Engineering, ASCE, 1999, 125, No. 6, 684-692.
    • (1999) Journal of Structural Engineering, ASCE , vol.125 , Issue.6 , pp. 684-692
    • Gomes, R.B.1    Regan, P.E.2
  • 9
    • 0003429121 scopus 로고
    • CEB Bull, d' Inf. No. 213/ 214. CEB, Lausanne
    • CEB. CEB-FIP Model Code 1990. CEB Bull, d' Inf. No. 213/ 214. CEB, Lausanne, 1993.
    • (1993) CEB-FIP Model Code 1990


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.