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Volumn 130, Issue 8, 2004, Pages 1186-1196

Alternative approaches for elastic analysis and design of steel frames. I: Overview

Author keywords

Beam columns; Building design; Design standards; Effective length; Imperfections; Steel frames; Structural stability

Indexed keywords

BEAM COLUMNS; DESIGN STANDARDS; EFFECTIVE LENGTH; STEEL FRAMES; STRUCTURAL STABILITY;

EID: 3042842196     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:8(1186)     Document Type: Review
Times cited : (52)

References (33)
  • 4
    • 0003839883 scopus 로고    scopus 로고
    • Manual of Steel Construction-Load and Resistance Factor Design, 2nd Ed., Chicago
    • American Institute of Steel Construction (AISC). (2000). Code of standard practice for steel buildings and bridges, Manual of Steel Construction-Load and Resistance Factor Design, 2nd Ed., Chicago.
    • (2000) Code of Standard Practice for Steel Buildings and Bridges
  • 7
    • 3042604478 scopus 로고    scopus 로고
    • Notional load approach for the assessment of frame stability
    • Clarke, M. J., and Bridge, R. Q. (1997). "Notional load approach for the assessment of frame stability." ASCE Committee monograph, "Effective length and notional load approaches for assessing frame stability: Implications for American steel design." Chap. 4. ASCE, Structural Engineering Institute's Task Committee on Effective Length under the Technical Committee on Load and Resistance, Reston, Va., 181-278.
    • (1997) ASCE Committee Monograph
    • Clarke, M.J.1    Bridge, R.Q.2
  • 8
    • 13944279335 scopus 로고    scopus 로고
    • Effective length and notional load approaches for assessing frame stability: Implications for American steel design
    • Chap. 4. ASCE, Reston, Va.
    • Clarke, M. J., and Bridge, R. Q. (1997). "Notional load approach for the assessment of frame stability." ASCE Committee monograph, "Effective length and notional load approaches for assessing frame stability: Implications for American steel design." Chap. 4. ASCE, Structural Engineering Institute's Task Committee on Effective Length under the Technical Committee on Load and Resistance, Reston, Va., 181-278.
    • Structural Engineering Institute's Task Committee on Effective Length under the Technical Committee on Load and Resistance , pp. 181-278
  • 10
    • 0004077303 scopus 로고
    • CAN/CSA-S16.1-M94, Toronto
    • Canadian Standards Association (CSA). (1994). "Limit states design of steel structures." CAN/CSA-S16.1-M94, Toronto.
    • (1994) Limit States Design of Steel Structures
  • 11
    • 0042807967 scopus 로고    scopus 로고
    • CAN/CSA-S16.1-01, Toronto
    • Canadian Standards Association (CSA). (2001). "Limit states design of steel structures." CAN/CSA-S16.1-01, Toronto.
    • (2001) Limit States Design of Steel Structures
  • 12
    • 13944274300 scopus 로고    scopus 로고
    • Background and illustrative examples of proposed direct analysis method for stability design of moment frames
    • American Institute of Steel Construction, Chicago
    • Deierlein, G. (2003). "Background and illustrative examples of proposed direct analysis method for stability design of moment frames." Technical Committee 10 Rep., American Institute of Steel Construction, Chicago.
    • (2003) Technical Committee 10 Rep.
    • Deierlein, G.1
  • 13
    • 0001904321 scopus 로고
    • Columns under combined bending and thrust
    • Galambos, T. V., and Ketter, R. L. (1959). "Columns under combined bending and thrust." J. Eng. Mech. Div., 85(2), 135-152.
    • (1959) J. Eng. Mech. Div. , vol.85 , Issue.2 , pp. 135-152
    • Galambos, T.V.1    Ketter, R.L.2
  • 14
    • 0003413497 scopus 로고
    • The design and behavior of beam columns in unbraced steel frames
    • Civil Engineering/Structures Research Laboratory, Univ. of Texas at Austin, Austin, Tex.
    • Kanchanalai, T. (1977). "The design and behavior of beam columns in unbraced steel frames." AISI Project No. 189, Report No. 2, Civil Engineering/Structures Research Laboratory, Univ. of Texas at Austin, Austin, Tex.
    • (1977) AISI Project No. 189, Report No. 2 , vol.2
    • Kanchanalai, T.1
  • 15
    • 0028427236 scopus 로고
    • Notional-load plastic-hinge method for frame design
    • Liew, J. Y. R., White, D. W., and Chen, W. F. (1994). "Notional-load plastic-hinge method for frame design." J. Struct. Eng., 120(5), 1434-1454.
    • (1994) J. Struct. Eng. , vol.120 , Issue.5 , pp. 1434-1454
    • Liew, J.Y.R.1    White, D.W.2    Chen, W.F.3
  • 17
    • 3042596192 scopus 로고    scopus 로고
    • Effects of imperfections on steel framing systems
    • Structural Stability Research Council
    • Maleck, A. E., and White, D. W. (1998). "Effects of imperfections on steel framing systems." Proc., Annual Technical Session, Structural Stability Research Council.
    • (1998) Proc., Annual Technical Session
    • Maleck, A.E.1    White, D.W.2
  • 21
    • 0007670888 scopus 로고
    • Limits on second-order elastic analysis
    • Structural Stability Research Council
    • Springfield, J. (1991). "Limits on second-order elastic analysis." Proc. Annual Technical Session, Structural Stability Research Council, 89-99.
    • (1991) Proc. Annual Technical Session , pp. 89-99
    • Springfield, J.1
  • 22
    • 0004254163 scopus 로고    scopus 로고
    • AS4100-1990, Australian Institute of Steel Construction, Sydney, Australia
    • Standards Association of Australia (SAA). (1990). "Steel structures." AS4100-1990, Australian Institute of Steel Construction, Sydney, Australia.
    • (1990) Steel Structures
  • 23
    • 0004254163 scopus 로고    scopus 로고
    • AS4100-1998, Australian Institute of Steel Construction, Sydney, Australia
    • Standards Association of Australia (SAA). (1998). "Steel structures." AS4100-1998, Australian Institute of Steel Construction, Sydney, Australia.
    • (1998) Steel Structures
  • 24
    • 0003488248 scopus 로고    scopus 로고
    • T. V. Galambos, ed., Structural Stability Research Council/Wiley, New York
    • Structural Stability Research Council (SSRC). (1998). Guide to stability design criteria for metal structures, 5th Ed., T. V. Galambos, ed., Structural Stability Research Council/Wiley, New York.
    • (1998) Guide to Stability Design Criteria for Metal Structures, 5th Ed.
  • 25
    • 13944258780 scopus 로고    scopus 로고
    • Alternative approaches for elastic analysis and design of steel frames. II: Verification studies
    • Surovek-Maleck, A. E., and White, D. W. (2004). "Alternative approaches for elastic analysis and design of steel frames. II: Verification studies." J. Struct. Eng., 130(8), 1197-1205.
    • (2004) J. Struct. Eng. , vol.130 , Issue.8 , pp. 1197-1205
    • Surovek-Maleck, A.E.1    White, D.W.2
  • 26
    • 0027261808 scopus 로고
    • Plastic-hinge methods for advanced analysis of steel frames
    • White, D. W. (1993). "Plastic-hinge methods for advanced analysis of steel frames." J. Constr. Steel Res., 24(2), 121-152.
    • (1993) J. Constr. Steel Res. , vol.24 , Issue.2 , pp. 121-152
    • White, D.W.1
  • 28
    • 0031354442 scopus 로고    scopus 로고
    • Design of beam columns in steel frames. I: Study of philosophies and procedures
    • White, D. W., and Clarke, M. J. (1997a). "Design of beam columns in steel frames. I: Study of philosophies and procedures." J. Struct. Eng., 123(12), 1556-1564.
    • (1997) J. Struct. Eng. , vol.123 , Issue.12 , pp. 1556-1564
    • White, D.W.1    Clarke, M.J.2
  • 29
    • 0031338787 scopus 로고    scopus 로고
    • Design of beam columns in steel frames. II: Comparison of standards
    • White, D. W., and Clarke, M. J. (1997b). "Design of beam columns in steel frames. II: Comparison of standards." J. Struct. Eng., 123(12), 1565-1575.
    • (1997) J. Struct. Eng. , vol.123 , Issue.12 , pp. 1565-1575
    • White, D.W.1    Clarke, M.J.2
  • 30
    • 0031247118 scopus 로고    scopus 로고
    • Design of steel frames without consideration of effective length
    • White, D. W., and Hajjar, J. F. (1997). "Design of steel frames without consideration of effective length." Eng. Struct., 19(10), 797-810.
    • (1997) Eng. Struct. , vol.19 , Issue.10 , pp. 797-810
    • White, D.W.1    Hajjar, J.F.2
  • 31
    • 0031167644 scopus 로고    scopus 로고
    • Accuracy and simplicity of alternatives procedures for stability design of steel frames
    • White, D. W., and Hajjar, J. F. (2000). "Accuracy and simplicity of alternatives procedures for stability design of steel frames." J. Constr. Steel Res., 42(2), 209-261.
    • (2000) J. Constr. Steel Res. , vol.42 , Issue.2 , pp. 209-261
    • White, D.W.1    Hajjar, J.F.2
  • 32
    • 13944263748 scopus 로고    scopus 로고
    • Design of steel framing systems based on first-order elastic analysis and K=1
    • School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta
    • White, D. W., Maleck, A. E., and Kim, S. C. (2003). "Design of steel framing systems based on first-order elastic analysis and K=1." Structural Engineering, Mechanics and Materials Rep. No. 25, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta.
    • (2003) Structural Engineering, Mechanics and Materials Rep. No. 25 , vol.25
    • White, D.W.1    Maleck, A.E.2    Kim, S.C.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.