LIMIT STATE DESIGN RULES FOR STEEL BEAM-COLUMNS.

被引:0
|
作者
Bridge, R.Q.
Trahair, N.S.
机构
来源
Steel Construction (Sydney, Australia) | 1987年 / 21卷 / 02期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
20
引用
收藏
相关论文
共 50 条
  • [41] Thin-walled beam-columns. I: Sequential loading and moment gradient tests
    Chick, CG
    Rasmussen, KJR
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1999, 125 (11): : 1257 - 1266
  • [42] INELASTIC AMPLIFICATION FACTOR FOR DESIGN OF STEEL BEAM-COLUMNS
    SOHAL, IS
    SYED, NA
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1992, 118 (07): : 1822 - 1839
  • [43] NEW CANADIAN PROVISIONS FOR THE DESIGN OF STEEL BEAM-COLUMNS
    KENNEDY, DJL
    PICARD, A
    BEAULIEU, D
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 1990, 17 (06) : 873 - 893
  • [44] DESIGN INTERACTION CURVES FOR TUBULAR STEEL BEAM-COLUMNS
    WAGNER, WL
    MUELLER, WH
    ERZURUMLU, H
    JOURNAL OF PETROLEUM TECHNOLOGY, 1978, 30 (MAR): : 367 - 373
  • [45] DESIGN INTERACTION-EQUATION FOR STEEL BEAM-COLUMNS
    DUAN, L
    CHEN, WF
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1989, 115 (05): : 1225 - 1243
  • [46] Thin-walled beam-columns. I: Sequential loading and moment gradient tests
    Chick, Cameron G.
    Rasmussen, Kim J. R.
    Journal of structural engineering New York, N.Y., 1999, 125 (11): : 1257 - 1266
  • [47] INPLANE STRENGTHS OF STEEL COLUMNS AND BEAM COLUMNS
    BILD, S
    TRAHAIR, NS
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1989, 13 (01) : 1 - 22
  • [48] Limit state design for steel sheet pile walls
    van Tol, AF
    Kort, DA
    FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 2, 1997, : 1351 - 1354
  • [49] LIMIT STATES DESIGN OF BEAM-COLUMNS - THE CANADIAN APPROACH AND SOME COMPARISONS
    KENNEDY, DJL
    PICARD, A
    BEAULIEU, D
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1993, 25 (1-2) : 141 - 164
  • [50] Equivalent geometric imperfections for the design of steel and stainless steel beam-columns by GMNIA
    Quan, Chunyan
    Walport, Fiona
    Gardner, Leroy
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 215