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Volumn 123, Issue 6, 1997, Pages 799-807

Story stability of braced, partially braced, and unbraced frames: Classical approach

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; EQUATIONS OF MOTION; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS; SYSTEM STABILITY;

EID: 0031166928     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:6(799)     Document Type: Article
Times cited : (72)

References (18)
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    • (1992) ACI 318-89/318R-89
  • 2
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    • ASCE
    • Aristizabal-Ochoa, J. D. (1994a). "K-factor for columns in any type of construction: Nonparadoxical approach." J. Struct. Engrg., ASCE, 120(4), 1272-1290.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.4 , pp. 1272-1290
    • Aristizabal-Ochoa, J.D.1
  • 3
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    • Slenderness K-factor for leaning columns
    • ASCE
    • Aristizabal-Ochoa, J. D. (1994b). "Slenderness K-factor for leaning columns." J. Struct. Engrg., ASCE, 120(10), 2977-2991.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.10 , pp. 2977-2991
    • Aristizabal-Ochoa, J.D.1
  • 4
    • 0028549728 scopus 로고
    • 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.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.11 , pp. 3212-3222
    • Aristizabal-Ochoa, J.D.1
  • 5
    • 0029408346 scopus 로고
    • Story stability and minimum bracing in R/C framed structures: A general approach
    • Aristizabal-Ochoa, J. D. (1995). "Story stability and minimum bracing in R/C framed structures: A general approach." ACI Struct. J., 92(6), 735-744.
    • (1995) ACI Struct. J. , vol.92 , Issue.6 , pp. 735-744
    • Aristizabal-Ochoa, J.D.1
  • 6
    • 0030190102 scopus 로고    scopus 로고
    • Braced, partially braced and unbraced columns: Complete set of classical stability equations
    • Yusong, Korea
    • Aristizabal-Ochoa, J. D. (1996). "Braced, partially braced and unbraced columns: Complete set of classical stability equations." Int. J. Struct. Engrg. and Mech., Yusong, Korea, 4(4), 365-381.
    • (1996) Int. J. Struct. Engrg. and Mech. , vol.4 , Issue.4 , pp. 365-381
    • Aristizabal-Ochoa, J.D.1
  • 7
    • 0023363496 scopus 로고
    • Improved G-factor method for evaluating effective lengths of columns
    • ASCE
    • Bridge, R. Q., and Fraser, D. J. (1987). "Improved G-factor method for evaluating effective lengths of columns." J. Struct. Engrg., ASCE, 113(6), 1341-1356.
    • (1987) J. Struct. Engrg. , vol.113 , Issue.6 , pp. 1341-1356
    • Bridge, R.Q.1    Fraser, D.J.2
  • 8
    • 0022766484 scopus 로고
    • K-factor paradox
    • ASCE
    • Cheong-Siat-Moy, F. (1986). "K-factor paradox." J. Struct. Engrg., ASCE, 112(8), 1747-1760.
    • (1986) J. Struct. Engrg. , vol.112 , Issue.8 , pp. 1747-1760
    • Cheong-Siat-Moy, F.1
  • 9
    • 0008829321 scopus 로고
    • Column design in gravity-loaded frames
    • ASCE
    • Cheong-Siat-Moy, F. (1991). "Column design in gravity-loaded frames." J. Struct. Engrg., ASCE, 117(5), 1448-1461.
    • (1991) J. Struct. Engrg. , vol.117 , Issue.5 , pp. 1448-1461
    • Cheong-Siat-Moy, F.1
  • 10
    • 0025701559 scopus 로고
    • Some aspects of semi-rigid connections in structural steel-work
    • Cunningham, R. (1990). "Some aspects of semi-rigid connections in structural steel-work." Struct. Engrg., 68(5), 85-92.
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  • 11
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    • Stability functions for three-dimensional beam-columns
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    • 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. , vol.115 , Issue.2 , pp. 467-479
    • Ekhande, S.G.1    Selvappalam, M.2    Madugula, M.K.S.3
  • 12
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  • 13
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    • American Institute of Steel Construction (AISC), Inc., Chicago, Ill.
    • Manual of steel construction - allowable stress design. (1990). American Institute of Steel Construction (AISC), Inc., Chicago, Ill.
    • (1990) Manual of Steel Construction - Allowable Stress Design


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.