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Volumn 72, Issue 6, 1999, Pages 699-711

Computer program for large deflection elasto-plastic analysis of semi-rigid steel frameworks

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DEFLECTION (STRUCTURES); ELASTOPLASTICITY; OBJECT ORIENTED PROGRAMMING; STEEL STRUCTURES; STRUCTURAL ANALYSIS;

EID: 0032666612     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(98)00310-1     Document Type: Article
Times cited : (29)

References (15)
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  • 2
    • 0026415504 scopus 로고
    • Simplified second-order inelastic analysis for steel frames
    • Al-Mashary F., Chen W.F. Simplified second-order inelastic analysis for steel frames. Struct. Engng. 69:1991;395-399.
    • (1991) Struct. Engng. , vol.69 , pp. 395-399
    • Al-Mashary, F.1    Chen, W.F.2
  • 3
    • 0039022270 scopus 로고
    • Analysis of steel frames with semi-rigid connections
    • Anderson D., Kavianpour K. Analysis of steel frames with semi-rigid connections. Struct. Engng. Rev. 3:1991;79-87.
    • (1991) Struct. Engng. Rev. , vol.3 , pp. 79-87
    • Anderson, D.1    Kavianpour, K.2
  • 4
    • 0026813265 scopus 로고
    • Second-order inelastic analysis methods for steel-frame design
    • Kishi W.S., White D.W., Chen W.F. Second-order inelastic analysis methods for steel-frame design. J. Struct. Engng., ASCE. 118:(2):1992;408-428.
    • (1992) J. Struct. Engng., ASCE , vol.118 , Issue.2 , pp. 408-428
    • Kishi, W.S.1    White, D.W.2    Chen, W.F.3
  • 5
    • 0027307428 scopus 로고
    • Limit states design of semi-rigid frames using advanced analysis. Part 1: Connection modeling and classification
    • Liew J.Y.R., White D.W., Chen W.F. Limit states design of semi-rigid frames using advanced analysis. Part 1: connection modeling and classification. J. Construct. Steel Res. 26:1993;1-27.
    • (1993) J. Construct. Steel Res. , vol.26 , pp. 1-27
    • Liew, J.Y.R.1    White, D.W.2    Chen, W.F.3
  • 6
    • 0027224385 scopus 로고
    • Limit states design of semi-rigid frames using advanced analysis. Part 2: Analysis and design
    • Liew J.Y.R., White D.W., Chen W.F. Limit states design of semi-rigid frames using advanced analysis. Part 2: analysis and design. J. Construct. Steel Res. 26:1993;29-57.
    • (1993) J. Construct. Steel Res. , vol.26 , pp. 29-57
    • Liew, J.Y.R.1    White, D.W.2    Chen, W.F.3
  • 8
    • 0028518419 scopus 로고
    • Inelastic and stability analysis of flexibly connected steel frames by springs-in-series model
    • Yau C.Y., Chan S.L. Inelastic and stability analysis of flexibly connected steel frames by springs-in-series model. J. Struct. Engng., ASCE. 120:(10):1993;2803-2819.
    • (1993) J. Struct. Engng., ASCE , vol.120 , Issue.10 , pp. 2803-2819
    • Yau, C.Y.1    Chan, S.L.2
  • 9
    • 0022134280 scopus 로고
    • Calibrating frames
    • Vogel U. Calibrating frames. Stahlbau. 10:1985;295-301.
    • (1985) Stahlbau , vol.10 , pp. 295-301
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  • 11
    • 0028714795 scopus 로고
    • Implications of using refined plastic hinge analysis for load and resistance factor design
    • Liew J.Y.R., Chen W.F. Implications of using refined plastic hinge analysis for load and resistance factor design. Thin Walled Struct. 20:1994;17-47.
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    • Liew, J.Y.R.1    Chen, W.F.2
  • 13
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    • Effects of joint flexibility on the behavior of steel frames
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    • (1987) Comput. Struct. , vol.26 , Issue.5 , pp. 719-732
    • Lui, E.M.1    Chen, W.F.2
  • 14
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.