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Volumn 75, Issue 11, 1997, Pages 191-197

High strength concrete deep beams subjected to combined top-and bottom-loading

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE REINFORCEMENTS; DUCTILITY; FAILURE ANALYSIS; LOADS (FORCES); SHEAR STRENGTH; STRENGTH OF MATERIALS; STRUCTURAL DESIGN;

EID: 0031551117     PISSN: 14665123     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (14)

References (16)
  • 6
  • 7
    • 0004088489 scopus 로고
    • London, Blackie, and New York, Van Nostrand Reinhold
    • Kong, F. K. (ed.): Reinforced concrete deep beams, London, Blackie, and New York, Van Nostrand Reinhold, 1990
    • (1990) Reinforced Concrete Deep Beams
    • Kong, F.K.1
  • 8
    • 0022122259 scopus 로고
    • Shear strength of reinforced concrete wall-beams under combined top and bottom loads
    • September
    • Cusens, A. R., Besser, I. I.: 'Shear strength of reinforced concrete wall-beams under combined top and bottom loads', The Structural Engineer, 63B, No.3, September 1985, pp50-56
    • (1985) The Structural Engineer , vol.63 B , Issue.3 , pp. 50-56
    • Cusens, A.R.1    Besser, I.I.2
  • 9
    • 0004088489 scopus 로고
    • Reinforced concrete deep beams
    • (ed. Kong, F. K.), chapter 1, London and Glasgow, Blackie, and New York, Van Nostrand Reinhold
    • Kong, F. K., Chemrouk, M.: 'Reinforced concrete deep beams', in Reinforced concrete deep beams (ed. Kong, F. K.), chapter 1, London and Glasgow, Blackie, and New York, Van Nostrand Reinhold, 1990
    • (1990) Reinforced Concrete Deep Beams
    • Kong, F.K.1    Chemrouk, M.2
  • 11
    • 0016497435 scopus 로고
    • The design of reinforced concrete deep beams in current practice
    • April
    • Kong, F. K., Robins, P. I., and Sharp, G. R.: 'The design of reinforced concrete deep beams in current practice', The Structural Engineer, 53, No. 4, April 1975, pp173-180
    • (1975) The Structural Engineer , vol.53 , Issue.4 , pp. 173-180
    • Kong, F.K.1    Robins, P.I.2    Sharp, G.R.3
  • 12
    • 0029329052 scopus 로고
    • High strength concrete deep beams with effective span and shear span variations
    • July - August
    • Tan, K. H., Kong, F. K., Teng, S., and Guan, L.: 'High strength concrete deep beams with effective span and shear span variations', ACI Structural Journal, V. 92, No. 4, July - August 1995, pp 395-405
    • (1995) ACI Structural Journal , vol.92 , Issue.4 , pp. 395-405
    • Tan, K.H.1    Kong, F.K.2    Teng, S.3    Guan, L.4
  • 13
    • 5844339554 scopus 로고
    • Some implications of recent diagonal tension tests
    • August
    • Ferguson, P. M.: 'Some implications of recent diagonal tension tests', ACI Journal, Proceedings, V. 53, No.2, August 1956, pp157-172
    • (1956) ACI Journal, Proceedings , vol.53 , Issue.2 , pp. 157-172
    • Ferguson, P.M.1
  • 14
    • 85013885048 scopus 로고
    • Some shear tests on reinforced concrete beams without shear reinforcement
    • November
    • Taylor, R.: 'Some shear tests on reinforced concrete beams without shear reinforcement', Magazine of Concrete Research, 12, No.36, November 1960, pp145-154
    • (1960) Magazine of Concrete Research , vol.12 , Issue.36 , pp. 145-154
    • Taylor, R.1
  • 15
    • 85115922389 scopus 로고
    • Effect of loading and supporting conditions on the shear strength of deep beams
    • Detroit, American Concrete Institute
    • Smith, K. N., Fereig, S. M.: 'Effect of loading and supporting conditions on the shear strength of deep beams', in Shear in reinforced concrete, SP-42, Detroit, American Concrete Institute, 1974, pp441-460.
    • (1974) Shear in Reinforced Concrete, SP-42 , pp. 441-460
    • Smith, K.N.1    Fereig, S.M.2
  • 16
    • 0017494550 scopus 로고
    • Indirect loading on beams with short shear spans'
    • May
    • Fereig, S. M., Smith, K. N.: 'Indirect loading on beams with short shear spans', ACI Journal, Proceedings, V.74, No.5, May 1977, pp220-222.
    • (1977) ACI Journal, Proceedings , vol.74 , Issue.5 , pp. 220-222
    • Fereig, S.M.1    Smith, K.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.