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Volumn 123, Issue 2, 1997, Pages 151-156

Inelastic analysis and design: Frames with members in minor-axis bending

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); COLUMNS (STRUCTURAL); PLASTICITY; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; STRUCTURAL LOADS; STRUCTURAL MEMBERS;

EID: 0031075331     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:2(151)     Document Type: Article
Times cited : (15)

References (18)
  • 1
    • 5844333225 scopus 로고
    • Simplified second-order inelastic analysis for steel frame design
    • Purdue Univ., West Lafayette, Ind.
    • AlMashary, F., and Chen, W. F. (1989). "Simplified second-order inelastic analysis for steel frame design." Rep. CE-STR-89-33, Purdue Univ., West Lafayette, Ind.
    • (1989) Rep. CE-STR-89-33
    • Almashary, F.1    Chen, W.F.2
  • 2
    • 85040891681 scopus 로고
    • Wind drift design of steel-framed buildings: State-of-the-art report
    • ASCE
    • ASCE Task Committee on Drift Control of Steel Building Structures - Committee on Design of Steel Building Structures. (1988). "Wind drift design of steel-framed buildings: state-of-the-art report." J. Struct. Engrg., ASCE, 114(9), 2085-2108.
    • (1988) J. Struct. Engrg. , vol.114 , Issue.9 , pp. 2085-2108
  • 3
    • 0028481670 scopus 로고
    • Spread of plasticity: Quasi-plastic-hinge approach
    • ASCE
    • Attalla, M. R., Deierlein, G. G., and McGuire, W. (1994). "Spread of plasticity: quasi-plastic-hinge approach." J. Struct. Engrg., ASCE, 120(8), 2451-2473.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.8 , pp. 2451-2473
    • Attalla, M.R.1    Deierlein, G.G.2    McGuire, W.3
  • 7
    • 8344287200 scopus 로고
    • Stability design procedures for building frameworks
    • Am. Inst. Steel Constr., Chicago, Ill.
    • Iffland, J. S. B., and Birnstiel, C. (1982). "Stability design procedures for building frameworks." AISC Proj. No. 21.62, Am. Inst. Steel Constr., Chicago, Ill.
    • (1982) AISC Proj. No. 21.62
    • Iffland, J.S.B.1    Birnstiel, C.2
  • 8
    • 0026813265 scopus 로고
    • Second-order inelastic analysis methods for steel-frame design
    • ASCE
    • King, W. S., White, D. W., and Chen, W. F. (1992). "Second-order inelastic analysis methods for steel-frame design." J. Struct. Engrg., ASCE, 118(2), 408-428.
    • (1992) J. Struct. Engrg. , vol.118 , Issue.2 , pp. 408-428
    • King, W.S.1    White, D.W.2    Chen, W.F.3
  • 16
    • 0040233567 scopus 로고
    • Second-order inelastic analysis for frame design: A report to SSRC task group 29 on recent research and the perceived state-of-the-art
    • Purdue Univ., West Lafayette, Ind.
    • White, D. W., Liew, J. Y. R., and Chen, W. F. (1991). "Second-order inelastic analysis for frame design: a report to SSRC task group 29 on recent research and the perceived state-of-the-art." Rep. CE-STR-91-12, Purdue Univ., West Lafayette, Ind.
    • (1991) Rep. CE-STR-91-12
    • White, D.W.1    Liew, J.Y.R.2    Chen, W.F.3
  • 17
    • 0026914438 scopus 로고
    • Inelastic limit states design: Part 1 - Planar frame studies
    • ASCE
    • Ziemian, R. D., McGuire, W., and Deierlein, G. G. (1992a). "Inelastic limit states design: Part 1 - planar frame studies." J. Struct. Engrg., ASCE, 118(9), 2532-2549.
    • (1992) J. Struct. Engrg. , vol.118 , Issue.9 , pp. 2532-2549
    • Ziemian, R.D.1    McGuire, W.2    Deierlein, G.G.3
  • 18
    • 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. Engrg., ASCE, 118(9), 2550-2568.
    • (1992) J. Struct. Engrg. , 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.