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Volumn 127, Issue 1, 2001, Pages 92-96

Nonlinear large deflection-small strain elastic analysis of beam-column with semirigid connections

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); MATHEMATICAL MODELS; NONLINEAR EQUATIONS; STRAIN; STRUCTURAL LOADS;

EID: 0035148022     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:1(92)     Document Type: Article
Times cited : (11)

References (14)
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  • 2
    • 84862375019 scopus 로고
    • Load and resistance factor design
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    • American Institute of Steel Construction (AISC). (1994). Manual of steel construction, 2nd Ed., "Load and resistance factor design." Chicago.
    • (1994) Manual of Steel Construction, 2nd Ed.
  • 3
    • 0030190102 scopus 로고    scopus 로고
    • Braced, partially braced, and unbraced columns: Complete set of classical stability equations
    • 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), 365-381.
    • (1996) Int. J. Struct. Engrg. and Mech., Taejon, Korea , vol.4 , Issue.4 , pp. 365-381
    • Aristizabal-Ochoa, J.D.1
  • 4
    • 0031140661 scopus 로고    scopus 로고
    • First-and second-order stiffness matrices and load vector of beam-columns with semirigid connections
    • Aristizabal-Ochoa, J. D. (1997a). "First-and second-order stiffness matrices and load vector of beam-columns with semirigid connections." J. Struct. Engrg., ASCE, 123(5), 669-678.
    • (1997) J. Struct. Engrg., ASCE , vol.123 , Issue.5 , pp. 669-678
    • Aristizabal-Ochoa, J.D.1
  • 5
    • 0031166928 scopus 로고    scopus 로고
    • Story stability of braced, partially braced, and unbraced frames: Classical approach
    • Aristizabal-Ochoa, J. D. (1997b). "Story stability of braced, partially braced, and unbraced frames: Classical approach." J. Struct. Engrg., ASCE, 123(6), 799-807.
    • (1997) J. Struct. Engrg., ASCE , vol.123 , Issue.6 , pp. 799-807
    • Aristizabal-Ochoa, J.D.1
  • 6
    • 0343159126 scopus 로고
    • "Nonlinear problems." chapter 45
    • W. Flügge, ed., McGraw-Hill, New York
    • Ashwell, D. G. (1962). "Nonlinear problems." Chapter 45, Handbook of engineering mechanics, 1st Ed., W. Flügge, ed., McGraw-Hill, New York.
    • (1962) Handbook of Engineering Mechanics, 1st Ed.
    • Ashwell, D.G.1
  • 8
    • 0024606589 scopus 로고
    • Stability functions for three-dimensional beam-columns
    • Ekhande, S. G., Selvappalam, M., and Madugula, M. K. S. (1989). "Stability functions for three-dimensional beam-columns." J. Struct. Engrg., ASCE, 115(2), 467-479.
    • (1989) J. Struct. Engrg., ASCE , vol.115 , Issue.2 , pp. 467-479
    • Ekhande, S.G.1    Selvappalam, M.2    Madugula, M.K.S.3
  • 10
    • 0040888793 scopus 로고    scopus 로고
    • Buckling reversals of axially restrained imperfect beam-column
    • Smith-Pardo, J. P., and Aristizabal-Ochoa. J. D. (1999). "Buckling reversals of axially restrained imperfect beam-column." J. Engrg. Mech., ASCE, 125(4), 401-409.
    • (1999) J. Engrg. Mech., ASCE , vol.125 , Issue.4 , pp. 401-409
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  • 12
    • 0031236825 scopus 로고    scopus 로고
    • Second-order elastic plane-frame analysis using finite-element method
    • Torkamani, M. A. M., Sonmez, M., and Cao, J. (1997). "Second-order elastic plane-frame analysis using finite-element method." J. Struct. Engrg., ASCE, 123(9), 1225-1235.
    • (1997) J. Struct. Engrg., ASCE , vol.123 , Issue.9 , pp. 1225-1235
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  • 13
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  • 14
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    • Zhou, Z. H., and Chan, S. L. (1997). "Second-order analysis of slender steel frames under distributed axial and member loads." J. Struct. Engrg., ASCE, 123(9), 1187-1193.
    • (1997) J. Struct. Engrg., ASCE , vol.123 , Issue.9 , pp. 1187-1193
    • Zhou, Z.H.1    Chan, S.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.