LATERAL-TORSIONAL BUCKLING OF TAPERED I-BEAMS - DISCUSSION

被引：0
|
作者：
OJALVO, M
机构：
来源：
JOURNAL OF THE STRUCTURAL DIVISION-ASCE | 1982年 / 108卷 / 02期
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：503 / 504
页数：2
相关论文
共 50 条
  • [1] LATERAL-TORSIONAL BUCKLING OF TAPERED I-BEAMS - CLOSURE
    BROWN, TG
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1982, 108 (10): : 2358 - 2359
  • [2] Lateral-torsional buckling of nonprismatic I-beams
    Gupta, P
    Wang, ST
    Blandford, GE
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (07): : 748 - 755
  • [3] LATERAL-TORSIONAL BUCKLING OF THIN-WALLED I-BEAMS - DISCUSSION
    MARSH, C
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1990, 116 (05): : 1459 - 1460
  • [4] Lateral-torsional buckling of functionally graded tapered I-beams considering lateral bracing
    Rezaiee-Pajand, Mohammad
    Masoodi, Amir R.
    Alepaighambar, Ali
    [J]. STEEL AND COMPOSITE STRUCTURES, 2018, 28 (04): : 403 - 414
  • [5] Experimental verification of lateral-torsional buckling of steel I-beams with tapered flanges
    Kus, J.
    [J]. STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 673 - 681
  • [6] LATERAL TORSIONAL BUCKLING OF TAPERED I-BEAMS
    BROWN, TG
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1981, 107 (04): : 689 - 697
  • [7] Elastic lateral-torsional buckling of restrained web-tapered I-beams
    Andrade, A.
    Providencia, P.
    Camotim, D.
    [J]. COMPUTERS & STRUCTURES, 2010, 88 (21-22) : 1179 - 1196
  • [8] Lateral-torsional buckling resistance of aluminium I-beams
    Wang, Y. Q.
    Yuan, H. X.
    Shi, Y. J.
    Cheng, M.
    [J]. THIN-WALLED STRUCTURES, 2012, 50 (01) : 24 - 36
  • [9] Shape optimization of tapered I-beams with lateral-torsional buckling deflection and stress constraints
    Ozbasaran, Hakan
    Yilmaz, Tolga
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 143 : 119 - 130
  • [10] LATERAL-TORSIONAL BUCKLING OF THIN-WALLED I-BEAMS
    KUBO, M
    FUKUMOTO, Y
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1988, 114 (04): : 841 - 855
12345