메뉴 건너뛰기




Volumn 14, Issue 3, 2002, Pages 307-330

Predicting the failure modes of monotonically loaded reinforced concrete exterior beam-column joints

Author keywords

Failure mode; Monotonically loaded exterior beam column connection; Reinforced concrete

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; FAILURE (MECHANICAL); REINFORCED CONCRETE; SHEAR STRENGTH; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; STRUTS; TRUSSES;

EID: 0036730379     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2002.14.3.307     Document Type: Article
Times cited : (12)

References (17)
  • 1
    • 85036978876 scopus 로고    scopus 로고
    • Recommendations for the design of beam-column joints in monolithic, reinforced concrete structures
    • ACI-ASCE Committee 352R-91, Detroit, American Concrete Institute
    • (1998) ACI Manual of Concrete Practice: Part 3
  • 3
    • 0036648335 scopus 로고    scopus 로고
    • A new design equation for predicting the shear strength of monotonically loaded exterior beam-column joints
    • July, Elsevier Science
    • (2002) Eng. Struct. J. , vol.24 , Issue.8 , pp. 1105-1117
    • Bakir, P.G.1    Boduroǧlu, M.H.2
  • 8
    • 85036997085 scopus 로고
    • Comparison between interior and exterior reinforced concrete beam column joint behavior
    • US 145-165
    • (1991) ACI SP-123
    • Fuji, S.1    Morita, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.