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Volumn 125, Issue 5, 1999, Pages 556-564

Interactive design of semirigid steel frames

Author keywords

[No Author keywords available]

Indexed keywords

ITERATIVE METHODS; MATHEMATICAL MODELS; POLYNOMIALS; SPECIFICATIONS; STANDARDS; STEEL STRUCTURES; STRUCTURAL ANALYSIS;

EID: 0033121613     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:5(556)     Document Type: Article
Times cited : (61)

References (12)
  • 2
    • 0026414525 scopus 로고
    • Design analysis of semirigid frames: Evaluation and implementation
    • Barakat, M., and Chen, W. F. (1991). "Design analysis of semirigid frames: Evaluation and implementation." Engrg. J., 28(2), 55-64.
    • (1991) Engrg. J. , vol.28 , Issue.2 , pp. 55-64
    • Barakat, M.1    Chen, W.F.2
  • 3
    • 0029221133 scopus 로고
    • Effect of connection stiffness and plasticity on service load behavior of unbraced steel frames
    • Bhatti, M. A., and Hingtgen, J. D. (1995). "Effect of connection stiffness and plasticity on service load behavior of unbraced steel frames." Engrg. J., 34(1), 21-33.
    • (1995) Engrg. J. , vol.34 , Issue.1 , pp. 21-33
    • Bhatti, M.A.1    Hingtgen, J.D.2
  • 5
    • 0025671715 scopus 로고
    • Interactive analysis and design of flexibly connected frames
    • Dhillon, B. S., and Abdel-Majid, S. A. (1990a). "Interactive analysis and design of flexibly connected frames." Comp. and Struct., 36(2), 189-202.
    • (1990) Comp. and Struct. , vol.36 , Issue.2 , pp. 189-202
    • Dhillon, B.S.1    Abdel-Majid, S.A.2
  • 7
    • 0016551241 scopus 로고
    • Analysis of flexibly connected steel frames
    • Frye, J. M., and Morris, G. A. (1975). "Analysis of flexibly connected steel frames." Canadian J. Civ. Engrg., 2, 280-291.
    • (1975) Canadian J. Civ. Engrg. , vol.2 , pp. 280-291
    • Frye, J.M.1    Morris, G.A.2
  • 9
    • 0027908102 scopus 로고
    • Design aid of semi-rigid connections for frame analysis
    • Kishi, N., Chen, W. F., Goto, Y., and Matsuoka, K. G. (1993). "Design aid of semi-rigid connections for frame analysis." Engrg. J., 32(3), 90-107.
    • (1993) Engrg. J. , vol.32 , Issue.3 , pp. 90-107
    • Kishi, N.1    Chen, W.F.2    Goto, Y.3    Matsuoka, K.G.4
  • 10
    • 0030569641 scopus 로고    scopus 로고
    • Practical advanced analysis for semi-rigid frame design
    • Kim, S. E., and Chen, W. F. (1996). "Practical advanced analysis for semi-rigid frame design." Engrg. J., 35(4), 129-141.
    • (1996) Engrg. J. , vol.35 , Issue.4 , pp. 129-141
    • Kim, S.E.1    Chen, W.F.2
  • 11
    • 0027908863 scopus 로고
    • LRFD analysis for semi-rigid frame design
    • King, W. S., and Chen, W. F. (1993). "LRFD analysis for semi-rigid frame design." Engrg. J., 32(4), 130-140.
    • (1993) Engrg. J. , vol.32 , Issue.4 , pp. 130-140
    • King, W.S.1    Chen, W.F.2
  • 12
    • 0038935254 scopus 로고    scopus 로고
    • thesis submitted toward degree of Master of Engineering, Widener University, Chester, Pa.
    • O'Malley, J. W. (1997). "Design of steel frames with semirigid connections," thesis submitted toward degree of Master of Engineering, Widener University, Chester, Pa.
    • (1997) Design of Steel Frames with Semirigid Connections
    • O'Malley, J.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.