Nonlinear finite element analysis of deep beam of reinforced concrete

被引:0
|
作者
Guo, Defa
Liang, Ximing
Wang, Fang
机构
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:84 / 88
相关论文
共 50 条
  • [1] Finite element analysis of reinforced concrete deep beam with large opening
    Ismail E.
    Issa M.S.
    Elbadry K.
    Beni-Suef University Journal of Basic and Applied Sciences, 10 (1)
  • [2] Nonlinear finite element analysis of deep reinforced concrete coupling beams
    Zhao, ZZ
    Kwan, AKH
    He, XG
    ENGINEERING STRUCTURES, 2004, 26 (01) : 13 - 25
  • [3] Nonlinear finite element analysis of fibre reinforced concrete deep beams
    Swaddiwudhipong, S
    STRUCTURAL ENGINEERING AND MECHANICS, 1996, 4 (04) : 437 - 450
  • [4] Nonlinear Finite Element Analysis of Concrete Beam Reinforced with Fiber Reinforced Polymer (FRM)
    Sammen, Saad Sh
    Ahmed, Q. W.
    Al-Karawi, S. N.
    2ND INTERNATIONAL CONFERENCE ON SUSTAINABLE ENGINEERING TECHNIQUES (ICSET 2019), 2019, 518
  • [5] Nonlinear finite element analysis of reinforced concrete beam under dynamic loading
    Engineering and Researching Design Institute, Nanjing Military Area Headquarters, Nanjing 210016, China
    Jiefangjun Ligong Daxue Xuebao, 2007, 6 (685-688):
  • [6] Nonlinear Finite Element Analysis of Layered Steel Fiber Reinforced Concrete Beam
    Jing, Hang
    Li, Yong-quan
    PROGRESS IN STRUCTURE, PTS 1-4, 2012, 166-169 : 616 - 619
  • [7] Nonlinear finite element analysis of reinforced concrete beam-column connections
    Hegger, J
    Sherif, A
    Roeser, W
    ACI STRUCTURAL JOURNAL, 2004, 101 (05) : 604 - 614
  • [8] Nonlinear Finite Element Analysis of Steel Fiber Reinforced Concrete Deep Beams
    XU Lihua1
    2.School of Civil Engineering
    Wuhan University Journal of Natural Sciences, 2008, (02) : 201 - 206
  • [10] Nonlinear Finite Element Analysis of the Flexural Reinforced Concrete Beam Strengthened with CFRP Sheets
    Zhou, Junwen
    Zhao, Fenghua
    Qi, Yongsheng
    Shi, Weicheng
    CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 467 - 471