Ultimate Strength Analysis of Reinforced and Prestressed Concrete Beams.

被引：0
|
作者：
Grob, Josef
Thuerlimann, Bruno
机构：
来源：
Schweizerische Bauzeitung | 1976年 / 94卷 / 40期
关键词：
Compendex;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
BEAMS AND GIRDERS
引用
收藏
页码：593 / 600
相关论文
共 50 条
  • [41] Damage in composite beams. Determination of ultimate strength
    Sanchez, J.
    Canas, J.
    Paris, F.
    Informacion Tecnologica, 1996, 7 (01):
  • [42] Ultimate stress increment in unbonded tendons for prestressed steel reinforced concrete beams
    Yao, Gangfeng
    Xia, Zhiyuan
    Xiong, Xueyu
    STRUCTURES, 2024, 70
  • [43] ULTIMATE MOMENT OF RESISTANCE OF UNBONDED PARTIALLY PRESTRESSED REINFORCED-CONCRETE BEAMS
    TAM, A
    PANNELL, FN
    MAGAZINE OF CONCRETE RESEARCH, 1976, 28 (97) : 203 - 208
  • [44] Survey of Practical Approach is Checking the Lateral Stability of Slender Reinforced or Prestressed Concrete Beams.
    Deneke, Otto
    Holz, Kurt
    Litzner, Hans-Ulrich
    1600, (80):
  • [45] Survey of Practical Methods of Checking the Lateral Stability of Slender Reinforced or Prestressed Concrete Beams.
    Deneke, Otto
    Holz, Kurt
    Litzner, Hans-Ulrich
    Beton- und Stahlbetonbau, 1985, 80 (09) : 238 - 243
  • [46] ULTIMATE SHEAR RESISTANCE OF PARTIALLY PRESTRESSED REINFORCED CONCRETE I-BEAMS.
    Lyngberg, Bent S.
    Journal of The American Concrete Institute, 1976, 73 (04): : 214 - 222
  • [47] Shear Behavior of Reinforced High-Strength Concrete Beams. Discussion
    Chen, Shiming
    Li, Jiayang
    ACI STRUCTURAL JOURNAL, 2013, 110 (06) : 1112 - 1114
  • [48] SHAKEDOWN WITH SOFTENING IN REINFORCED CONCRETE BEAMS.
    Darvall, P.Le P.
    Materiaux et constructions, 1984, 17 (102): : 421 - 426
  • [49] Cyclic Behavior of Reinforced Concrete Beams.
    Lamirault, J.
    Al Sulayfani, B.
    Annales de l'Institut technique du batiment et des travaux publics, 1987, 40 (453): : 105 - 131
  • [50] BEHAVIOUR OF REINFORCED CONCRETE BLOCKWORK BEAMS.
    Rathbone, A.J.
    Technical Report - Cement and Concrete Association, 1980, (540):
12345