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Volumn 122, Issue 11, 1996, Pages 1266-1274

Practical advanced analysis for braced steel frame design

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; PLASTICITY; RESIDUAL STRESSES; STRUCTURAL ANALYSIS; STRUCTURAL DESIGN; STRUCTURAL FRAMES; YIELD STRESS;

EID: 0030285867     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:11(1266)     Document Type: Article
Times cited : (79)

References (14)
  • 1
    • 0003610250 scopus 로고
    • McGraw-Hill Book Co., Inc., New York, N.Y.
    • Chen, W. F., and Atsuta, T. (1976). Theory of beam-columns. Vol. 1, McGraw-Hill Book Co., Inc., New York, N.Y.
    • (1976) Theory of Beam-columns , vol.1
    • Chen, W.F.1    Atsuta, T.2
  • 4
    • 85033940352 scopus 로고
    • Ultimate limit state calculation of sway frames with rigid joints
    • Technical Committee 8 - Structural stability technical working group 8.2
    • European Convention for Construction Steelwork (ECCS). (1984). "Ultimate limit state calculation of sway frames with rigid joints." Sys., Publ. No. 33, Technical Committee 8 - Structural stability technical working group 8.2.
    • (1984) Sys., Publ. No. 33
  • 6
    • 0001904321 scopus 로고
    • Columns under combined bending and thrust
    • ASCE
    • Galambos. J. M., and Ketter, R. L. (1959). "Columns under combined bending and thrust." J. Engrg. Mech. Div., ASCE, 85(2), 1-30.
    • (1959) J. Engrg. Mech. Div. , vol.85 , Issue.2 , pp. 1-30
    • Galambos, J.M.1    Ketter, R.L.2
  • 7
    • 0003413497 scopus 로고
    • The design and behavior of beam-columns in unbraced steel frames
    • Civ. Engrg./ Struct. Res. Lab., Univ. of Texas, Austin, Tex.
    • Kanchanalai, T. (1977). "The design and behavior of beam-columns in unbraced steel frames." AISI Proj. No. 189, Rep. No. 2, Civ. Engrg./ Struct. Res. Lab., Univ. of Texas, Austin, Tex.
    • (1977) AISI Proj. No. 189, Rep. No. 2
    • Kanchanalai, T.1
  • 9
    • 0030285850 scopus 로고    scopus 로고
    • Practical advanced analysis for unbraced steel frame design
    • ASCE
    • Kim, S. E., and Chen, W. F. (1996). "Practical advanced analysis for unbraced steel frame design." J. Struct. Engrg., ASCE, 122(11), 1259-1265.
    • (1996) J. Struct. Engrg. , vol.122 , Issue.11 , pp. 1259-1265
    • Kim, S.E.1    Chen, W.F.2
  • 11
    • 85033862948 scopus 로고
    • 2nd Ed. American Institute of Steel Construction (AISC), Chicago, Ill.
    • Load and resistance factor design, manual of steel construction. Vol. 1 and 2, 2nd Ed. (1993). American Institute of Steel Construction (AISC), Chicago, Ill.
    • (1993) Load and Resistance Factor Design, Manual of Steel Construction , vol.1-2
  • 12
    • 0040984421 scopus 로고
    • General principles for the stability design of metal structures
    • ASCE, February 1981
    • Structural Stability Research Council (SSRC). (1981). "General principles for the stability design of metal structures." Tech. Memo. No. 5, Civ. Engrg., ASCE, February 1981, 53-54.
    • (1981) Tech. Memo. No. 5, Civ. Engrg. , pp. 53-54
  • 13
    • 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


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.