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Volumn 123, Issue 9, 1997, Pages 1194-1199

Elastic stability of beam-columns with flexural connections under various conservative end axial forces

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BENDING STRENGTH; CABLES; COMPRESSIVE STRENGTH; ELASTICITY; JOINTS (STRUCTURAL COMPONENTS); PRESTRESSED MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

EID: 0031236789     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1997)123:9(1194)     Document Type: Article
Times cited : (15)

References (18)
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  • 3
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    • Aristizabal-Ochoa, J.D.1
  • 4
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    • Stability of columns under uniform load with semirigid connections
    • ASCE
    • Aristizabal-Ochoa, J. D. (1994c). "Stability of columns under uniform load with semirigid connections." J. Struct. Engrg., ASCE, 120(11), 3212-3222.
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    • Aristizabal-Ochoa, J.D.1
  • 5
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    • Aristizabal-Ochoa, J.D.1
  • 6
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    • Taejon, Korea
    • Aristizabal-Ochoa, J. D. (1996). "Braced, partially braced, and unbraced columns: complete set of classical stability equations." Int. J. Struct. Engrg. and Mech., Taejon, Korea, 4(4).
    • (1996) Int. J. Struct. Engrg. and Mech. , vol.4 , Issue.4
    • Aristizabal-Ochoa, J.D.1
  • 7
    • 0031166928 scopus 로고    scopus 로고
    • Story stability of braced, partially braced and unbraced frames: Classical approach
    • Aristizabal-Ochoa, J. D. (1997). "Story stability of braced, partially braced and unbraced frames: classical approach." J. Struct. Engrg., 123(6).
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  • 9
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    • Semirigid steel beam-column connections: Data base and modeling
    • ASCE
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  • 11
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  • 13
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    • Effects of connections on frames
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  • 17
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  • 18
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    • Xu, L.1    Grierson, D.E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.