메뉴 건너뛰기




Volumn 9, Issue 6, 2000, Pages 601-613

Towards improved models of shear strength degradation in reinforced concrete members

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; CONCRETE TESTING; CYCLIC LOADS; DEGRADATION; EARTHQUAKES; FAILURE ANALYSIS; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR STRENGTH;

EID: 0033736880     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2000.9.6.601     Document Type: Article
Times cited : (6)

References (18)
  • 1
    • 0040825376 scopus 로고
    • ATC-6-2, Redwood City, California. Also issued as Report No. FHWA/RD-83/007 by the Federal Highway Administration, Washington, D.C., December
    • Applied Technology Council (1983), Seismic Retrofitting Guidelines for Highway Bridges, ATC-6-2, Redwood City, California. Also issued as Report No. FHWA/RD-83/007 by the Federal Highway Administration, Washington, D.C., December.
    • (1983) Seismic Retrofitting Guidelines for Highway Bridges
  • 6
    • 0023324555 scopus 로고
    • Constitutive modeling in analysis of concrete structures
    • April
    • Han, D.J. and Chen, W.F. (1987), "Constitutive modeling in analysis of concrete structures", Journal of Engineering Mechanics, ASCE, 113(4), April.
    • (1987) Journal of Engineering Mechanics, ASCE , vol.113 , Issue.4
    • Han, D.J.1    Chen, W.F.2
  • 7
    • 85037786280 scopus 로고
    • The response of reinforced concrete elements subjected to shear
    • University of Houston, Houston, Texas, 13-16 January
    • Collins, M.P. (1991), "The response of reinforced concrete elements subjected to shear", Proceedings of the International Workshop on Concrete Shear in Earthquake, University of Houston, Houston, Texas, 13-16 January.
    • (1991) Proceedings of the International Workshop on Concrete Shear in Earthquake
    • Collins, M.P.1
  • 9
    • 85037807464 scopus 로고    scopus 로고
    • Failure mechanism under reversed cyclic loading after flexural yielding
    • Paper No. 177, Acapulco
    • Kinugasa, H. and Nomura, S. (1996), "Failure mechanism under reversed cyclic loading after flexural yielding", Paper No. 177, Eleventh World Conference on Earthquake Engineering, Acapulco.
    • (1996) Eleventh World Conference on Earthquake Engineering
    • Kinugasa, H.1    Nomura, S.2
  • 11
    • 0029481030 scopus 로고
    • Role of expansion on mechanical behavior of concrete
    • December
    • Pantazopoulou, S.J. (1995), "Role of expansion on mechanical behavior of concrete", Journal of Structural Engineering, ASCE, 121(12), December.
    • (1995) Journal of Structural Engineering, ASCE , vol.121 , Issue.12
    • Pantazopoulou, S.J.1
  • 13
    • 0028667274 scopus 로고
    • Seismic shear strength of reinforced concrete columns
    • Aug. Also see discussion, April, 1996
    • Priestley, M.J.N., Verma, R. and Xiao, Y. (1994), "Seismic shear strength of reinforced concrete columns", Journal of Structural Engineering, ASCE, 120(8), Aug. Also see discussion, April, 1996.
    • (1994) Journal of Structural Engineering, ASCE , vol.120 , Issue.8
    • Priestley, M.J.N.1    Verma, R.2    Xiao, Y.3
  • 15
    • 0020292097 scopus 로고
    • Analytical model for concrete confinement in tied columns
    • Dec.
    • Sheikh, Shamim A. and Uzumeri, S.M. (1982), "Analytical model for concrete confinement in tied columns", Journal of the Structural Division, ASCE, 108(ST12), Dec., 2703-2722.
    • (1982) Journal of the Structural Division, ASCE , vol.108 , Issue.ST12 , pp. 2703-2722
    • Sheikh, S.A.1    Uzumeri, S.M.2
  • 16
    • 0005963601 scopus 로고
    • Strength and ductility design of RC members subjected to combined bending and shear
    • University of Houston, Houston
    • Watanabe, F. and Ichinose, T. (1991), "Strength and ductility design of RC members subjected to combined bending and shear", Proceedings of the Workshop on Concrete Shear in Earthquake, University of Houston, Houston, 429-438.
    • (1991) Proceedings of the Workshop on Concrete Shear in Earthquake , pp. 429-438
    • Watanabe, F.1    Ichinose, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.