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Volumn 95, Issue 6, 1998, Pages 749-757

Theoretical prediction of shear strength and failure mode of reinforced concrete beams

(2)  Watanabe, Fumio a   Lee, Jung Yoon a  

a NONE

Author keywords

Aggregate interlock; Beams; Deformation; Reinforced concrete; Shear strength

Indexed keywords

CONCRETE AGGREGATES; CONCRETE REINFORCEMENTS; FAILURE ANALYSIS; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR DEFORMATION; SHEAR STRENGTH; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

EID: 0032203730     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (21)

References (24)
  • 2
    • 0041483255 scopus 로고
    • Om forskydningsarmering i jernbetonbjaelker (Shear Reinforcement in Beams)
    • Nielsen, M. P., "Om forskydningsarmering i jernbetonbjaelker (Shear Reinforcement in Beams)," Bygningsstat. Medd., V. 38, No. 2, 1967, pp. 33-58.
    • (1967) Bygningsstat. Medd. , vol.38 , Issue.2 , pp. 33-58
    • Nielsen, M.P.1
  • 5
    • 0012616992 scopus 로고
    • Experimental Study on Effectiveness of Shear Reinforcement in RC Beams, Part I and Part 2
    • Architectural Institute of Japan
    • Watanabe, H.; Matsuzaki, I.; and Masato, I., "Experimental Study on Effectiveness of Shear Reinforcement in RC Beams, Part I and Part 2," Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, 1991, pp. 275-278.
    • (1991) Summaries of Technical Papers of Annual Meeting , pp. 275-278
    • Watanabe, H.1    Matsuzaki, I.2    Masato, I.3
  • 6
    • 0012514983 scopus 로고
    • A Consistent Model for the Design of Shear Reinforcement in Slender Beams with I- or Box-Shaped Cross Section
    • Houston, Tex.
    • Kupfer, H., and Bulicek, H., "A Consistent Model for the Design of Shear Reinforcement in Slender Beams with I- or Box-Shaped Cross Section," International Workshop on Concrete Shear in Earthquake, Houston, Tex., 1991, pp. 256-265.
    • (1991) International Workshop on Concrete Shear in Earthquake , pp. 256-265
    • Kupfer, H.1    Bulicek, H.2
  • 12
    • 0012617178 scopus 로고
    • Effectiveness of High Tension Shear Reinforcement in Reinforced Concrete Members
    • AIJ
    • Fukuhara, M., and Kokusho, S., "Effectiveness of High Tension Shear Reinforcement in Reinforced Concrete Members," Journal of Structural Construction Engineering, AIJ, No. 320, 1982, pp. 12-20.
    • (1982) Journal of Structural Construction Engineering , Issue.320 , pp. 12-20
    • Fukuhara, M.1    Kokusho, S.2
  • 13
    • 0012567387 scopus 로고
    • Ultimate Shear Strength of RC Beams with High Tension Shear Reinforcement and High-Strength Concrete
    • AIJ
    • Kokusho, S.; Kobayashi, K.; Mitsugi, S.; and Kumagai, H., "Ultimate Shear Strength of RC Beams with High Tension Shear Reinforcement and High-Strength Concrete," Journal of Structural Construction Engineering, AIJ, No. 373, 1987, pp. 83-91.
    • (1987) Journal of Structural Construction Engineering , Issue.373 , pp. 83-91
    • Kokusho, S.1    Kobayashi, K.2    Mitsugi, S.3    Kumagai, H.4
  • 14
    • 0012606229 scopus 로고
    • Shear Strength of Beam Depending on the Strength of Web Reinforcements
    • Takagi, H.; Okude, H.; and Nitta, T., "Shear Strength of Beam Depending on the Strength of Web Reinforcements," JCI Proceedings, V. 17, No. 2 1989, pp. 75-80.
    • (1989) JCI Proceedings , vol.17 , Issue.2 , pp. 75-80
    • Takagi, H.1    Okude, H.2    Nitta, T.3
  • 16
    • 0012617179 scopus 로고
    • Experimental Study on Shear Characteristic of RC Beams with High Tension Shear Reinforcement
    • Matsuzaki, Y.; Nakano, K.; Iso, M.; and Watanabe, H., "Experimental Study on Shear Characteristic of RC Beams with High Tension Shear Reinforcement," JCI Proceedings, V. 12, No. 2, 1990, pp. 325-328.
    • (1990) JCI Proceedings , vol.12 , Issue.2 , pp. 325-328
    • Matsuzaki, Y.1    Nakano, K.2    Iso, M.3    Watanabe, H.4
  • 17
    • 0012516286 scopus 로고
    • Splitting-Bond-Failure of a Dabble Reinforced Concrete Beam, Part 1
    • Architectural Institute of Japan
    • Kagami, Y.; Mazuhara, H.; Takagi, H.; and Karino, Y., "Splitting-Bond-Failure of a Dabble Reinforced Concrete Beam, Part 1," Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, 1991, pp. 353-354.
    • (1991) Summaries of Technical Papers of Annual Meeting , pp. 353-354
    • Kagami, Y.1    Mazuhara, H.2    Takagi, H.3    Karino, Y.4
  • 18
    • 0012516492 scopus 로고
    • Shear Resistance of Concrete Beams with High-Strength Web Reinforcements
    • Nishiura, N.; Makitani, E.; and Shindou, K., "Shear Resistance of Concrete Beams with High-Strength Web Reinforcements," JCI Proceedings, V. 15, No. 2, 1993, pp. 461-466.
    • (1993) JCI Proceedings , vol.15 , Issue.2 , pp. 461-466
    • Nishiura, N.1    Makitani, E.2    Shindou, K.3
  • 19
    • 3242827724 scopus 로고
    • Shear Failure Tests of Beams Made of Ultra-High-Strength Materials
    • Yang, C.; Tsumura, K.; and Yoshimura, M., "Shear Failure Tests of Beams Made of Ultra-High-Strength Materials," JCI Proceedings, V. 15, No. 2, 1993, pp. 27-32.
    • (1993) JCI Proceedings , vol.15 , Issue.2 , pp. 27-32
    • Yang, C.1    Tsumura, K.2    Yoshimura, M.3
  • 24
    • 0003600376 scopus 로고
    • (ACI 318-89/ACI 318R-89), American Concrete Institute, Farmington Hills, Mich.
    • ACI Committee 318, Building Code Requirements for Reinforced Concrete, and Commentary (ACI 318-89/ACI 318R-89), American Concrete Institute, Farmington Hills, Mich., 1989, pp. 149-151.
    • (1989) Building Code Requirements for Reinforced Concrete, and Commentary , pp. 149-151


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.