메뉴 건너뛰기




Volumn 5, Issue 2-3, 2005, Pages 103-126

Analysis and design for stability in the U.S. - An overview

Author keywords

Advanced analysis; Limit states design; Nonlinear effects; Stability; Steel frames

Indexed keywords

COMPUTATIONAL GEOMETRY; STEEL CONSTRUCTION; STEEL STRUCTURES; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL LOADS;

EID: 20844450545     PISSN: 12299367     EISSN: None     Source Type: Journal    
DOI: 10.12989/scs.2005.5.2_3.103     Document Type: Review
Times cited : (7)

References (56)
  • 1
    • 20844441546 scopus 로고
    • Canadian Steel Industries Construction Council, Willowdale, Ontario, Canada
    • Adams, P.F. (1974), The Design of Steel Beam-Columns. Canadian Steel Industries Construction Council, Willowdale, Ontario, Canada.
    • (1974) The Design of Steel Beam-columns
    • Adams, P.F.1
  • 5
    • 0028481670 scopus 로고
    • Spread of plasticity: Quasi-plastic hinge approach
    • ASCE
    • Attalla, M.R., Deierlein, G.G. and McGuire, W. (1993), "Spread of plasticity: Quasi-plastic hinge approach", J. Struct. Eng., ASCE, 120(8), 2451-2473.
    • (1993) J. Struct. Eng. , vol.120 , Issue.8 , pp. 2451-2473
    • Attalla, M.R.1    Deierlein, G.G.2    McGuire, W.3
  • 8
    • 20844440492 scopus 로고    scopus 로고
    • Pertinent issues on the strength design of steel structures to AS4100-1998
    • Bradford, M. A. (2005), "Pertinent issues on the strength design of steel structures to AS4100-1998", Steel and Composite Structures, 5(2-3), 87-101.
    • (2005) Steel and Composite Structures , vol.5 , Issue.2-3 , pp. 87-101
    • Bradford, M.A.1
  • 9
    • 0028449964 scopus 로고
    • A pointwise equilibrium polynomial (PEP) element for nonlinear analysis of frames
    • ASCE
    • Chan, S.L. and Zhou, Z.H. (1994), "A pointwise equilibrium polynomial (PEP) element for nonlinear analysis of frames", J. Struct. Eng., ASCE, 120(6), 1703-1717.
    • (1994) J. Struct. Eng. , vol.120 , Issue.6 , pp. 1703-1717
    • Chan, S.L.1    Zhou, Z.H.2
  • 20
    • 0024668223 scopus 로고
    • Design interaction equation for steel beam-columns
    • ASCE
    • Duan, L. and Chen, W.F. (1989), "Design interaction equation for steel beam-columns", J. Struct. Eng., ASCE, 115(5), 1225-1243.
    • (1989) J. Struct. Eng. , vol.115 , Issue.5 , pp. 1225-1243
    • Duan, L.1    Chen, W.F.2
  • 21
    • 85003413383 scopus 로고
    • Discrete element approach for structural instability analysis
    • Gallagher, R.H. and Padlog, J. (1963), "Discrete element approach for structural instability analysis", AIAA J., 1(6), 1437-1439.
    • (1963) AIAA J. , vol.1 , Issue.6 , pp. 1437-1439
    • Gallagher, R.H.1    Padlog, J.2
  • 22
    • 0039049747 scopus 로고
    • Technical manual for CU-STAND
    • School of Civil and Environmental Engrg., Cornell University, Ithaca, NY
    • Hsieh, S.-H., Deierlein, G.G., McGuire, W. and Abel, J.F. (1989), "Technical manual for CU-STAND", Struct. Engrg. Report No. 89-13, School of Civil and Environmental Engrg., Cornell University, Ithaca, NY.
    • (1989) Struct. Engrg. Report No. 89-13 , vol.89 , Issue.13
    • Hsieh, S.-H.1    Deierlein, G.G.2    McGuire, W.3    Abel, J.F.4
  • 23
    • 0003413497 scopus 로고
    • AISA Project No. 189, Report No. 2, Civil Engineering/Structures Research Laboratory, University of Texas-Austin, Austin, TX
    • Kanchanalai, T. (1977), "The design and behavior of beam-columns in unbraced steel frames", AISA Project No. 189, Report No. 2, Civil Engineering/Structures Research Laboratory, University of Texas-Austin, Austin, TX.
    • (1977) The Design and Behavior of Beam-columns in Unbraced Steel Frames
    • Kanchanalai, T.1
  • 24
    • 0030285867 scopus 로고    scopus 로고
    • Practical advanced analysis for braced steel frame design
    • ASCE
    • Kim, S.-E. and Chen, W.F. (1996a), "Practical advanced analysis for braced steel frame design", J. Struct. Eng., ASCE, 122(11), 1266-1274.
    • (1996) J. Struct. Eng. , vol.122 , Issue.11 , pp. 1266-1274
    • Kim, S.-E.1    Chen, W.F.2
  • 25
    • 0030285850 scopus 로고    scopus 로고
    • Practical advanced analysis for unbraced steel frame design
    • ASCE
    • Kim, S.-E. and Chen, W.F. (1996b), "Practical advanced analysis for unbraced steel frame design", J. Struct. Eng., ASCE, 122(11), 1259-1265.
    • (1996) J. Struct. Eng. , vol.122 , Issue.11 , pp. 1259-1265
    • Kim, S.-E.1    Chen, W.F.2
  • 26
    • 0028466099 scopus 로고
    • Practical second-order inelastic analysis of semi-rigid frames
    • ASCE
    • King, W.S. and Chen, W.F. (1994), "Practical second-order inelastic analysis of semi-rigid frames", J. Struct. Eng., ASCE, 120(7), 2156-2175.
    • (1994) J. Struct. Eng. , vol.120 , Issue.7 , pp. 2156-2175
    • King, W.S.1    Chen, W.F.2
  • 27
    • 0029230618 scopus 로고
    • A simplified plastic zone method for frame analysis
    • Li, Y.-H. and Lui, E.M. (1995), "A simplified plastic zone method for frame analysis", Microcomputers in Civil Engineering, 10, 51-62.
    • (1995) Microcomputers in Civil Engineering , vol.10 , pp. 51-62
    • Li, Y.-H.1    Lui, E.M.2
  • 28
    • 0016091714 scopus 로고
    • Ultimate strength of multistory steel rigid frames
    • ASCE
    • Liapunov, S. (1974), "Ultimate strength of multistory steel rigid frames", J. Struct. Div., ASCE, 100(8), 1643-1655.
    • (1974) J. Struct. Div. , vol.100 , Issue.8 , pp. 1643-1655
    • Liapunov, S.1
  • 29
    • 0003855035 scopus 로고
    • Ph.D. Thesis, School of Civil Engineering, Purdue University, West Lafayette, IN
    • Liew, J.Y.R. (1992), "Advanced analysis for frame design", Ph.D. Thesis, School of Civil Engineering, Purdue University, West Lafayette, IN.
    • (1992) Advanced Analysis for Frame Design
    • Liew, J.Y.R.1
  • 30
    • 0026371608 scopus 로고
    • Beam-column design in steel frameworks - Insights on current methods and trends
    • Liew, J.Y.R., White, D.W. and Chen, W.F. (1991), "Beam-column design in steel frameworks - insights on current methods and trends", J. Constructional Steel Research, 18(4), 269-308.
    • (1991) J. Constructional Steel Research , vol.18 , Issue.4 , pp. 269-308
    • Liew, J.Y.R.1    White, D.W.2    Chen, W.F.3
  • 31
    • 0027701337 scopus 로고
    • Second-order refined plastic hinge analysis for frame design: Parts 1 & 2
    • ASCE
    • Liew, J.Y.R., White, D.W. and Chen, W.F. (1993), "Second-order refined plastic hinge analysis for frame design: Parts 1 & 2", J. Struct. Eng., ASCE, 119(11), 3196-3237.
    • (1993) J. Struct. Eng. , vol.119 , Issue.11 , pp. 3196-3237
    • Liew, J.Y.R.1    White, D.W.2    Chen, W.F.3
  • 32
    • 0028427236 scopus 로고
    • Notional load plastic hinge method for frame design
    • ASCE
    • Liew, J.Y.R., White, D.W., and Chen, W.F. (1994), "Notional load plastic hinge method for frame design", J. Struct. Eng., ASCE, 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
  • 35
    • 0024144999 scopus 로고
    • A practical P-delta analysis method for type FR and PR frames
    • AISC, 3rd Quarter
    • Lui, E.M. (1988), "A practical P-delta analysis method for type FR and PR frames", Eng. J., AISC, 25(3), 3rd Quarter, 85-98.
    • (1988) Eng. J. , vol.25 , Issue.3 , pp. 85-98
    • Lui, E.M.1
  • 36
    • 20844445900 scopus 로고    scopus 로고
    • 1st Quarter
    • Discussion/Addendum/Closure, 27(1), 1st Quarter, 34-35, 38.
    • Discussion/Addendum/Closure , vol.27 , Issue.1 , pp. 34-35
  • 37
    • 0025671239 scopus 로고
    • Nonlinear frame analysis by the pseudo load method
    • Lui, E.M. and Zhang, C.-Y. (1990), "Nonlinear frame analysis by the pseudo load method", Comput. Struct., 37(5), 707-716.
    • (1990) Comput. Struct. , vol.37 , Issue.5 , pp. 707-716
    • Lui, E.M.1    Zhang, C.-Y.2
  • 38
    • 20844437519 scopus 로고
    • Geometrical imperfections on inelastic frame behavior
    • ASCE
    • Lui, E.M. (1992), "Geometrical imperfections on inelastic frame behavior", J. Struct. Eng., ASCE, 118(5), 1408-1415.
    • (1992) J. Struct. Eng. , vol.118 , Issue.5 , pp. 1408-1415
    • Lui, E.M.1
  • 41
    • 20844433846 scopus 로고    scopus 로고
    • The EC3 approach to the design of columns, beams and beam-columns
    • Nethercot, D. A. and Gardner L. (2005), "The EC3 approach to the design of columns, beams and beam-columns", Steel and Composite Structures, 5(2-3), 127-140.
    • (2005) Steel and Composite Structures , vol.5 , Issue.2-3 , pp. 127-140
    • Nethercot, D.A.1    Gardner, L.2
  • 45
    • 0022757555 scopus 로고
    • 3D beam-column element with generalized plastic hinges
    • ASCE
    • Powell, G.H. and Chen, P.F.-S., (1986), "3D beam-column element with generalized plastic hinges", J. Struct. Eng., ASCE, 112(7), 627-641.
    • (1986) J. Struct. Eng. , vol.112 , Issue.7 , pp. 627-641
    • Powell, G.H.1    Chen, P.F.-S.2
  • 46
    • 7644227328 scopus 로고
    • A direct P-delta analysis using standard plane frame computer programs
    • Rutenberg, A. (1981), "A direct P-delta analysis using standard plane frame computer programs", Comput. Struct., 14(1-2), 97-102.
    • (1981) Comput. Struct. , vol.14 , Issue.1-2 , pp. 97-102
    • Rutenberg, A.1
  • 47
    • 20844436242 scopus 로고
    • Iterative gravity load method for P-delta analysis
    • Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Quebec, Canada
    • Stafford Smith, B. and Gaiotti, R. (1988), "Iterative gravity load method for P-delta analysis", Structural Engineering Report No. 88-4, Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Quebec, Canada.
    • (1988) Structural Engineering Report No. 88-4 , vol.88 , Issue.4
    • Stafford Smith, B.1    Gaiotti, R.2
  • 51
    • 0022134280 scopus 로고
    • Calibrating frames
    • Vogel, U. (1985), "Calibrating frames", Stahlbau, 54(10), 295-301.
    • (1985) Stahlbau , vol.54 , Issue.10 , pp. 295-301
    • Vogel, U.1
  • 52
    • 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. Constructional Steel Research, 24(2), 121-152.
    • (1993) J. Constructional Steel Research , vol.24 , Issue.2 , pp. 121-152
    • White, D.W.1
  • 55
    • 0026914438 scopus 로고
    • Inelastic limit states design, Part I: Planar frame studies
    • ASCE
    • Ziemian, R.D., McGuire, W. and Deierlein, G.G. (1992a), "Inelastic limit states design, Part I: Planar frame studies", J. Struct. Eng., ASCE, 118(9), 2532-2549.
    • (1992) J. Struct. Eng. , vol.118 , Issue.9 , pp. 2532-2549
    • Ziemian, R.D.1    McGuire, W.2    Deierlein, G.G.3
  • 56
    • 0026913042 scopus 로고
    • Inelastic limit states design, part II: Three-dimensional frame study
    • ASCE
    • Ziemian, R.D., McGuire, W. and Deierlein, G.G. (1992b), "Inelastic limit states design, Part II: Three-dimensional frame study," J. Struct. Eng., ASCE, 118(9), 2550-2568.
    • (1992) J. Struct. Eng. , vol.118 , Issue.9 , pp. 2550-2568
    • Ziemian, R.D.1    McGuire, W.2    Deierlein, G.G.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.