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Volumn 28, Issue 13, 2006, Pages 1825-1834

The influence of web openings on the structural behavior of reinforced high-strength concrete deep beams

Author keywords

Deep beam with opening; High strength concrete; Shear span to depth ratio; Ultimate shear strength

Indexed keywords

LOAD TESTING; MATHEMATICAL TECHNIQUES; REINFORCED CONCRETE; SHEAR STRENGTH; STRUCTURAL ANALYSIS;

EID: 33750706889     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.03.021     Document Type: Article
Times cited : (84)

References (13)
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    • Ashour, A.F.1    Rishi, G.2
  • 3
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    • Canadian Standards Association (CSA). Design of concrete structures. Rexdale; 1994
  • 4
    • 0033167791 scopus 로고    scopus 로고
    • Sensitivity of shear strength of reinforced concrete and prestressed concrete beams to shear friction and concrete softening according to modified compression field theory
    • Duthinh D. Sensitivity of shear strength of reinforced concrete and prestressed concrete beams to shear friction and concrete softening according to modified compression field theory. ACI Structural Journal 96 4 (1999) 495-508
    • (1999) ACI Structural Journal , vol.96 , Issue.4 , pp. 495-508
    • Duthinh, D.1
  • 5
    • 33750728665 scopus 로고    scopus 로고
    • FIP Recommendations. Practical design of structural concrete. FIP-Commission 3 London; 1999
  • 7
    • 0017499354 scopus 로고
    • Structural idealization for deep beams with web openings
    • Kong F.K., and Sharp G.R. Structural idealization for deep beams with web openings. Magazine of Concrete Research 29 99 (1977) 81-91
    • (1977) Magazine of Concrete Research , vol.29 , Issue.99 , pp. 81-91
    • Kong, F.K.1    Sharp, G.R.2
  • 8
    • 0015652946 scopus 로고
    • Shear strength of lightweight reinforced concrete deep beams with web openings
    • Kong F.K., and Sharp G.R. Shear strength of lightweight reinforced concrete deep beams with web openings. The Structural Engineer 51 8 (1973) 267-275
    • (1973) The Structural Engineer , vol.51 , Issue.8 , pp. 267-275
    • Kong, F.K.1    Sharp, G.R.2
  • 10
    • 0037325332 scopus 로고    scopus 로고
    • A direct method for deep beams with web reinforcement
    • Tan K.H., Yang C.Y., and Tang K.A. A direct method for deep beams with web reinforcement. Magazine of Concrete Research 55 1 (2003) 53-63
    • (2003) Magazine of Concrete Research , vol.55 , Issue.1 , pp. 53-63
    • Tan, K.H.1    Yang, C.Y.2    Tang, K.A.3
  • 11
    • 0031233120 scopus 로고    scopus 로고
    • Effect of web reinforcement on high strength concrete deep beams
    • Tan K.H., Kong F.K., Teng S., and Weng L.W. Effect of web reinforcement on high strength concrete deep beams. ACI Structural Journal 94 5 (1997) 572-582
    • (1997) ACI Structural Journal , vol.94 , Issue.5 , pp. 572-582
    • Tan, K.H.1    Kong, F.K.2    Teng, S.3    Weng, L.W.4
  • 12
    • 0037325426 scopus 로고    scopus 로고
    • Consistent strut-and-tie modeling of deep beams with web openings
    • Tan K.H., Tong K., and Tang C.Y. Consistent strut-and-tie modeling of deep beams with web openings. Magazine of Concrete Research 55 1 (2003) 65-75
    • (2003) Magazine of Concrete Research , vol.55 , Issue.1 , pp. 65-75
    • Tan, K.H.1    Tong, K.2    Tang, C.Y.3
  • 13
    • 0037926719 scopus 로고    scopus 로고
    • Shear characteristics of high-strength concrete deep beams without shear reinforcement
    • Yang K.H., Eun H.C., Lee E.T., and Chung H.S. Shear characteristics of high-strength concrete deep beams without shear reinforcement. Engineering Structures 25 8 (2003) 1343-1352
    • (2003) Engineering Structures , vol.25 , Issue.8 , pp. 1343-1352
    • Yang, K.H.1    Eun, H.C.2    Lee, E.T.3    Chung, H.S.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.