Numerical analysis of reinforced concrete continuous deep beams

被引:0
|
作者
Asin, M.
Walraven, J.C.
机构
来源
Heron | 1995年 / 40卷 / 02期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
相关论文
共 50 条
  • [1] Numerical modeling of reinforced concrete continuous deep beams
    Rodriguez, G.
    Bonilla, J.
    Hernandez, J.
    REVISTA INGENIERIA DE CONSTRUCCION, 2016, 31 (03): : 163 - 174
  • [2] Numerical Analysis of Reinforced Concrete Deep Beams
    Kolesov, Aleksandr E.
    Sivtsev, Petr V.
    Smarzewski, Piotr
    Vabishchevich, Petr N.
    NUMERICAL ANALYSIS AND ITS APPLICATIONS (NAA 2016), 2017, 10187 : 414 - 421
  • [3] Numerical investigation of the shear capacity of reinforced concrete continuous deep beams
    Ismail, Kamaran S.
    Mawlood, Barzan O.
    Mohammad, Ahmed H.
    Guadagnini, Maurizio
    STRUCTURAL CONCRETE, 2025,
  • [4] Tests of reinforced concrete continuous deep beams
    Ashour, AF
    ACI STRUCTURAL JOURNAL, 1997, 94 (01) : 3 - 12
  • [5] Load capacity of reinforced concrete continuous deep beams
    Yang, K. H.
    Ashour, A. F.
    JOURNAL OF STRUCTURAL ENGINEERING, 2008, 134 (06) : 919 - 929
  • [6] Experimental behaviour of reinforced concrete continuous deep beams
    Ashour, AF
    COMPUTATIONAL METHODS AND TESTING FOR ENGINEERING INTEGRITY, 1996, : 267 - 277
  • [7] Numerical Analysis of Concrete Deep Beams Reinforced with Glass Fiber-Reinforced Polymer Bars
    Sheikh-Sobeh, Amena
    Kachouh, Nancy
    El-Maaddawy, Tamer
    BUILDINGS, 2023, 13 (11)
  • [8] Influence of shear reinforcement on reinforced concrete continuous deep beams
    Yang, Keun-Hyeok
    Chung, Heon-Soo
    Ashour, Ashraf F.
    ACI STRUCTURAL JOURNAL, 2007, 104 (04) : 420 - 429
  • [9] Tests of reinforced concrete continuous deep beams with web openings
    Ashour, AF
    Rishi, G
    ACI STRUCTURAL JOURNAL, 2000, 97 (03) : 418 - 426
  • [10] Shear Strength of Reinforced Concrete Simple and Continuous Deep Beams
    Chen, Hui
    Yi, Wei-Jian
    Ma, Zhongguo John
    Hwang, Hyeon-Jong
    ACI STRUCTURAL JOURNAL, 2019, 116 (06) : 31 - 40