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Volumn SP-176, Issue , 1998, Pages 379-396

Shear strength of RC members with high-strength concrete

Author keywords

Beams (supports); Columns (supports); High strength concrete; Reinforced concrete; Shear properties; Strength

Indexed keywords

ARCHITECTURAL DESIGN; COLLEGE BUILDINGS; COMPRESSIVE STRENGTH; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETE TESTING; EARTHQUAKE ENGINEERING; HIGH PERFORMANCE CONCRETE; SEISMOLOGY; SOFTWARE TESTING; STRUCTURAL ANALYSIS;

EID: 0012565610     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (8)

References (13)
  • 3
    • 85111639486 scopus 로고
    • Japanese Architectural Standard Specification-JASS5
    • Japanese Architectural Standard Specification-JASS5, 1993
    • (1993)
  • 6
    • 0012617179 scopus 로고
    • Experimental Study on Shear Characteristic of RC Beams with High Tension Shear Reinforcement
    • Voi. (in Japanese)
    • Y. Matsuzaki, K. Nakano, et al. "Experimental Study on Shear Characteristic of RC Beams with High Tension Shear Reinforcement", Proceedings of Japan Concrete Institute, Voi.12, No.2, 1990, pp.325-328, (in Japanese)
    • (1990) Proceedings of Japan Concrete Institute , vol.12 , Issue.2 , pp. 325-328
    • Matsuzaki, Y.1    Nakano, K.2
  • 7
    • 85111621274 scopus 로고    scopus 로고
    • Strength and Ductility of High Strength Concrete Beams subjected to Combined Bending and Shear
    • Lillehammer, Norway, 8}Mogens Peter Nielsen, Limit Analysis and Concrete Plasticity, PrenticeHall
    • F. Watanabe, M. Nishiyama and H. Muguruma, "Strength and Ductility of High Strength Concrete Beams subjected to Combined Bending and Shear", Proceedings of High Strength Concrete 1993, Lillehammer, Norway, pp.412-419 8}Mogens Peter Nielsen, Limit Analysis and Concrete Plasticity, PrenticeHall
    • Proceedings of High Strength Concrete 1993 , pp. 412-419
    • Watanabe, F.1    Nishiyama, M.2    Muguruma, H.3
  • 8
    • 24044467615 scopus 로고
    • Allowable Shear Stress and Shear Reinforcement of Reinforced Concrete Beams: Re-evaluation by Tests
    • Japan National Council of Concrete, (in Japanese)
    • Takashi Arakawa, "Allowable Shear Stress and Shear Reinforcement of Reinforced Concrete Beams: Re-evaluation by Tests", Concrete Journal, Vol.8, No.7, Japan National Council of Concrete, 1970, pp.11-20, (in Japanese)
    • (1970) Concrete Journal , vol.8 , Issue.7 , pp. 11-20
    • Arakawa, Takashi1
  • 9
  • 10
    • 85111670046 scopus 로고
    • Shear behavior of Reinforced Concrete Columns with High Strength Transverse Reinforcing Bars
    • Architectural Institute of Japan, (in Japanese)
    • A. Inoue, Y. Nishimura and H. Kuramoto, "Shear behavior of Reinforced Concrete Columns with High Strength Transverse Reinforcing Bars", Summary of Technical Papers of Annual Meeting, Structure II, Architectural Institute of Japan, 1992, pp.635-636, (in Japanese)
    • (1992) Summary of Technical Papers of Annual Meeting, Structure II , pp. 635-636
    • Inoue, A.1    Nishimura, Y.2    Kuramoto, H.3
  • 12
    • 85111634858 scopus 로고
    • Experimental Study on Shear Behavlr of R/C Columns using High-strength Materials, Part 1 and Part2
    • and Architectural Institute of Japan, (in Japanese)
    • M. Seo and H. Noguch, et al., "Experimental Study on Shear Behavlr of R/C Columns using High-strength Materials, Part 1 and Part2, Summary of Technical Papers of Annual Meeling, Structure 11, Architectural Institute of Japan, 1992, pp.627-630, (in Japanese)
    • (1992) Summary of Technical Papers of Annual Meeling, Structure 11 , pp. 627-630
    • Seo, M.1    Noguch, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.